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        <title>New Civil Engineer Structures feed</title>
        <link>http://www.nce.co.uk/RSS/NCEStructuresRSS.xml</link>
        <description>The latest Stuctures stories from NCE</description>
        <language>en-uk</language>
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            <item>
                <title>Watch the promotional video for the progressing Media City UK</title>
        <description>MediaCityUK is being developed by a partnership of the Central Salford Urban Regeneration Company, Peel Holdings, North West Regional Development Agency and Salford City Council.

MediaCityUK is part of a wider 20 year regeneration programme led by Central Salford URC on behalf of its partners, Salford City Council, the North West Regional Development Agency and English Partnerships. MediaCityUK is also supported by Trafford Metropolitan Borough Council.

The site will be the UK's first purpose built media city, accommodating the BBC as well as other major broadcasters, large media corporations and a myriad of smaller creative businesses. Proposed to be opened in 2012.</description>
                <link>http://www.nce.co.uk:80/video/2008/12/watch_the_promotional_video_for_the_progressing_media_city_uk.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</link>
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                <author/>
                <content/>
                <pubDate>Mon, 1 Dec 2008</pubDate>
                    <image>
                        <url>http://www.nce.co.uk:80/images/salford_media_city_resized_70_tcm15-1937815.JPG</url>
                        <title>Watch the promotional video for the progressing Media City UK</title>
                    </image>
            </item>
<item>
                <title>Council backs iconic Wear bridge despite the expense</title>
        <description>A &#163;133M RIBA competition-winning bridge design mothballed for three years finally got the goahead last week after the client for the scheme bowed to public pressure.</description>
                <link>http://www.nce.co.uk:80/news/2008/11/council_backs_iconic_wear_bridge_despite_the_expense.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</link>
                <guid>http://www.nce.co.uk:80/news/2008/11/council_backs_iconic_wear_bridge_despite_the_expense.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</guid>
                <author/>
                <content>
<p xmlns="http://www.w3.org/1999/xhtml">Sunderland City Council&#8217;s Labour group, which has majority control of the council, agreed on Friday that the design for a new Wear crossing by Spence Associates and structural engineering consultant Techniker should be the preferred option.</p>
<p xmlns="http://www.w3.org/1999/xhtml">The iconic Spence/Techniker design won the design competition in 2005. But the design was kept under wraps until September this year when Sunderland City Council announced it was considering a &#163;104M basic beam alternative.</p>
<p xmlns="http://www.w3.org/1999/xhtml">The results of a public consultation run by the council last month showed that the public favoured the Spence/Techniker design. "We have listened to the people of Sunderland during our recent, extensive public consultation exercise and they have expressed their preference for the iconic bridge design," said Sunderland City Council leader councillor Paul Watson.</p>
<p xmlns="http://www.w3.org/1999/xhtml">"Cabinet will now be recommended to begin a full exploration of the viability and affordability of the concept design, bearing the current economic climate in mind, to ensure that choosing this option would not impact on council tax, and all possible avenues of funding are fully explored."</p>
<p xmlns="http://www.w3.org/1999/xhtml">Councillors are now looking at how to make up the funding shortfall of &#163;21M. It could be plugged with money from the Department for Transport, a development agency or the council.</p>
</content>
                <pubDate>Wed, 26 Nov 2008</pubDate>
                    <image>
                        <url>http://www.nce.co.uk:80/images/Wear_resized_70_tcm15-1935226.jpg</url>
                        <title>Council backs iconic Wear bridge despite the expense</title>
                    </image>
            </item>
<item>
                <title>Olympic Media Centre to leave vast legacy structure</title>
        <description>The 2012 Olympic Games media centre will leave a vast 100m by 250m by 25m tall "flexible" structure in legacy to accommodate an as yet uncertain role for the local borough.</description>
                <link>http://www.nce.co.uk:80/news/2008/11/olympic_media_centre_to_leave_vast_legacy_structure.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</link>
                <guid>http://www.nce.co.uk:80/news/2008/11/olympic_media_centre_to_leave_vast_legacy_structure.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</guid>
                <author>AntonyOliver@emap.com</author>
                <content>
<p xmlns="http://www.w3.org/1999/xhtml">Speaking to NCE, Olympic Delivery Authority (ODA) chief executive David Higgins said: "I can say definitively that Hackney will have a substantial permanent building that will house part of the media requirement for the Olympic Games."</p>
<p xmlns="http://www.w3.org/1999/xhtml">"We are future-proofing the facility - we don't know the future use for it and we don't have tenants. It needs to be flexible and adaptable," he said adding that he thought it was likely in future the building could support a number of low cost businesses or media companies.</p>
<p xmlns="http://www.w3.org/1999/xhtml">Higgins said the legacy building would be permanent and, although still in design added: "It will be a very big structural steel portal frame building with a very heavy floor loadings and clear spans.</p>
<p xmlns="http://www.w3.org/1999/xhtml">"We are not going to build that and then trash it," he said. "This will of the order of one and a half times [east London exhibition centre] Excel."</p>
<p xmlns="http://www.w3.org/1999/xhtml">Higgins also said that the ODA would be financing the construction but said that final funding arrangement were still being finalised.</p>
<p xmlns="http://www.w3.org/1999/xhtml">The originally budget was &#163;220M, but this included developer funding which is not as yet finalised. Higgins said that the ODA now hoped to complete the structure inside the original &#163;400M total target.</p>
<p xmlns="http://www.w3.org/1999/xhtml">During the 2012 Olympic Games, the Media Centre will also use additional temporary elements to house areas such as catering, said Higgins.</p>
<p xmlns="http://www.w3.org/1999/xhtml">Carillion will still be involved in the delivery, said Higgins.</p>
<p xmlns="http://www.w3.org/1999/xhtml">He also said the troubled Athletes' Village will be scaled-down from 3,300 high-rise apartments to 2,800 low-rise apartments, with a total of 17,000 beds.</p>
<p xmlns="http://www.w3.org/1999/xhtml">He pointed out that that the credit crunch had some unexpected benefits: "The credit crunch taken the heat out of the market," he said. "There is much less pressure on inflation although I don't think that this will have a dramatic effect for us as we pre-purchased the steel for the stadium and aquatic centre."</p>
<p xmlns="http://www.w3.org/1999/xhtml">However on the down side Higgins said that the financial crisis had created a "serious correction to the industry" which meant the ODA had to be "extremely careful" in the way it treated its supply chain.</p>
<p xmlns="http://www.w3.org/1999/xhtml">He said the ODA was now keeping a close check on the health of the supply chain, in particular around cash flow, and would be attempting to pay all suppliers within 18 days, rather than 30 days originally planned.</p>
<p xmlns="http://www.w3.org/1999/xhtml">A full review of progress on the Olympics will be in the 11 December issue of NCE.</p>
</content>
                <pubDate>Fri, 28 Nov 2008</pubDate>
                    <image>
                        <url>http://www.nce.co.uk:80/images/081112_oda_mda_ac_076_hi_resized_70_tcm15-1937223.JPG</url>
                        <title>Olympic Media Centre to leave vast legacy structure</title>
                    </image>
            </item>
<item>
                <title>Diamond effort: Dubai's Al Mas tower</title>
        <description>Chandra Puri is the project structural engineer on the 360m tall Al Mas tower, which is set to become the Dubai diamond exchange. He explains the challenges to Bernadette Redfern.</description>
                <link>http://www.nce.co.uk:80/structures/features/2008/11/diamond_effort_dubais_al_mas_tower.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</link>
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                <author/>
                <content>
<p xmlns="http://www.w3.org/1999/xhtml">There were several structural challenges to overcome when Atkins engineers, including associate director for the structures team Chandra Puri, began turning the design for Dubai Multi Commodities Centre diamond exchange into a working structure. "The greatest challenge was dealing with the stress imbalance caused by the fact that one part of the building finishes 60m below the other," says Puri.Al Mas, meaning "diamond" in Arabic, takes the shape of two intersecting ellipses in plan, spanning 64m at maximum length and 42m at maximum width. "One part of the building ends below the other and creates a stress imbalance in the core, so we made one end of the core thicker by 150mm and had to monitor the placement of floor slabs very carefully. If these were not level this would have induced more vertical stresses," says Puri.</p>
<p xmlns="http://www.w3.org/1999/xhtml">The building was carefully monitored during construction by Atkins, as supervising engineer, and the contractor, a joint venture between Japan&#8217;s Taisei and local Arabian Construction Company. Building above the 48th floor where the first part of the building ends, caused lateral deflections in the lower part of the tower. Although there were no codified design limits to apply here, the team wanted to ensure the building remained aesthetically balanced. To calculate the predicted movement it carried out an analysis based on total vertical loading and then adjusted it, taking into account the concrete strength, the effects of increasing the thickness of some of the core walls and the effects of creep. The final expected deflection was found to be 170mm.</p>
<p xmlns="http://www.w3.org/1999/xhtml">The team wanted to ensure the deflection did not exceed 0.001% of the building&#8217;s height. So far movement has not exceeded 50mm, but the tower is not finished and therefore not fully loaded. Still to be completed is the 81m steel-framed lattice spire that tops off the tower. It is connected to the building with a 21m reinforced-concrete upstand and is clad with aluminium. The spire tapers so the higher and slimmer it gets, the more likely it is to vibrate. "Four, 2T-tuned mass dampers will be fitted when it&#8217;s finished," says Puri.</p>
<p xmlns="http://www.w3.org/1999/xhtml">
	<a xmlns:xlink="http://www.w3.org/1999/xlink" title="081106_al_mas_tower" xlink:href="tcm:15-1919804" xlink:title="081106_al_mas_tower">Click here for a cross section of the Al Mas Tower</a>
</p>
<p xmlns="http://www.w3.org/1999/xhtml">To mitigate excessive vibration of the mast during construction a vortex suppression device was fitted to the top of the spire. This comprises a set of 250mm diameter plastic tubes that sit around the top of the spire interrupting air flow. To maximise the lettable floor space the building has enormous peripheral columns connected by 1m deep, 500mm wide beams. This minimises the need for interior columns. "We reduced the size of the columns by putting steel beams inside them so they act as composite structures. The concrete is also high strength, C70," says Puri. The columns are 1.1m in diameter up to the 28th floor. They then reduce to 900mm diameter reinforced-concrete columns above the lower levels.</p>
<p xmlns="http://www.w3.org/1999/xhtml">The team opted for precast concrete floor slabs to accelerate construction. Using a 320mm thick hollowcore slab system with an 80mm structural topping that is cast insitu. Three service floors at the 9th, 28th and 48th levels have 450mm reinforced-concrete floors and to further increase stiffness, outriggers extend from the core at the service levels. "These engage with the perimeter frame and add lateral stability," says Puri.</p>
<p xmlns="http://www.w3.org/1999/xhtml">Beneath the tower sits a fivestorey podium that incorporates the diamond exchange centre itself. The hall is the largest of eight triangular-shaped, steel-framed, glass-clad prisms that extend from the core. Supporting it is an exposed steel truss made of 500mm and 600mm diameter tubular steel members and raking columns. Design of the building began in 2004 and construction began in June 2006. The original completion date was September 2007 but client changes, including an 80m by 30m exhibition hall, meant this was extended to end 2008.&#160;&#160;</p>
</content>
                <pubDate>Mon, 10 Nov 2008</pubDate>
                    <image>
                        <url>http://www.nce.co.uk:80/images/Diamond%20geezer_resized_70_tcm15-1919788.jpg</url>
                        <title>Diamond effort: Dubai's Al Mas tower</title>
                    </image>
            </item>
<item>
                <title>New Firth of Forth crossing opened in Kincardine</title>
        <description>The&#160;Clackmannanshire Bridge, a&#160;&#163;120million&#160;new crossing for the Firth of Forth was officially opened by Scotland's First Minister Alex Salmond&#160;last week.</description>
                <link>http://www.nce.co.uk:80/news/2008/11/new_firth_of_forth_crossing_opened_in_kincardine.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</link>
                <guid>http://www.nce.co.uk:80/news/2008/11/new_firth_of_forth_crossing_opened_in_kincardine.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</guid>
                <author>jessica.rowson@emap.com</author>
                <content>
<p xmlns="http://www.w3.org/1999/xhtml">The scheme, which includes one of the world&#8217;s longest bridges ever to be constructed using incremental launch technology, was built in joint venture for Transport Scotland by Morgan Est and VINCI Construction Grands Projets.</p>
<p xmlns="http://www.w3.org/1999/xhtml">The new bridge and associated roads will ease congestion in the Kincardine area.
<br/>
</p>
</content>
                <pubDate>Tue, 25 Nov 2008</pubDate>
                    <image>
                        <url>http://www.nce.co.uk:80/images/Clackmannanshire%20Bridge%2075_resized_70_tcm15-1933664.JPG</url>
                        <title>New Firth of Forth crossing opened in Kincardine</title>
                    </image>
            </item>
<item>
                <title>CBI wants Darling to invest in infrastructure</title>
        <description>The Confederation of British Industry (CBI) wants Alistair Darling to invest in infrastructure and take steps to help business cashflow to&#160;stop firms going under when he unveils his Pre Budget Report later today.</description>
                <link>http://www.nce.co.uk:80/news/2008/11/cbi_wants_darling_to_invest_in_infrastructure.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</link>
                <guid>http://www.nce.co.uk:80/news/2008/11/cbi_wants_darling_to_invest_in_infrastructure.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</guid>
                <author>EdOwen@emap.com</author>
                <content>
<p xmlns="http://www.w3.org/1999/xhtml">In a letter to the Prime Minister, the CBI's outline a&#160;10-point plan it&#160;believes will help the economy. The CBI said helping businesses resist going under was the primary concern for the economy.</p>
<p xmlns="http://www.w3.org/1999/xhtml">The CBI says that will financial markets still in chaos, the government must invest in business and keep money moving around the economy - one way would be to&#160;reduce National Insurance contributions.</p>
<p xmlns="http://www.w3.org/1999/xhtml">CBI Director-General Richard Lambert said: "We need to keep business working to safeguard jobs and we need to act now.</p>
<p xmlns="http://www.w3.org/1999/xhtml">"The biggest threat hanging over businesses is cash flow. If they cannot get their hands on the cash and credit they need to go about their day-to-day business, there is a real risk we could see healthy firms going under.</p>
<p xmlns="http://www.w3.org/1999/xhtml">"The next six months will be critical. If we are to stand a fighting chance of preventing this recession from becoming longer and more painful, we need to act now to get the credit markets working properly.</p>
<p xmlns="http://www.w3.org/1999/xhtml">"The most effective way of supporting economic activity and keeping people in jobs would be a temporary reduction in employer National Insurance contributions.</p>
<p xmlns="http://www.w3.org/1999/xhtml">"But given the poor state of public finances, any fiscal stimulus package will need to go hand-in-hand with a credible framework for getting back on track. This would prevent future generations being burdened with huge levels of debt.</p>
<p xmlns="http://www.w3.org/1999/xhtml">"There are also some other relatively quick and painless things the government can do that will provide an immediate boost to business, such as scrapping empty property rates, a temporary freeze on business rates and bringing forward some elements of planned capital spending.</p>
<p xmlns="http://www.w3.org/1999/xhtml">"Taken together these measures would help smooth out the bumps on the road to recovery. They would also have a real and immediate impact on confidence, cash flow and the cost of employing people."</p>
<p xmlns="http://www.w3.org/1999/xhtml">The CBI's ten-point plan:</p>
<ol xmlns="http://www.w3.org/1999/xhtml">
	<li>
		<p>Improving the flow of capital to business. The Bank of England should consider whether it should create a scheme to improve liquidity in the commercial paper market similar to the US model.</p>
	</li>
	<li>
		<p>Countering the withdrawal of trade credit insurance. Some firms are finding trade credit insurance cover being suddenly withdrawn as insurers are less prepared to insure small suppliers against the risk of a larger customer going bust. The government and/or Bank of England should consider as a matter of urgency whether the public sector should act as "insurer of the last resort" on&#160;a temporary basis.</p>
	</li>
	<li>
		<p>Preventing questions about 'going concern' status from reinforcing the downturn. Steps must be taken urgently to prevent the question of 'going concern uncertainty' getting out of hand. The Financial Reporting Council must develop guidance for directors to convey general economic uncertainties in such a way as to avoid unnecessary concern.</p>
	</li>
	<li>
		<p>Modest business tax cuts to ease cash flow problems: scrapping empty property rates and implement a 50% reduction on business rates. The usual practice of raising business rates in line with September&#8217;s RPI of 5% would be completely inappropriate, and business rate supplements (other than for Crossrail), should be scrapped.</p>
	</li>
	<li>
		<p>Measures to support small and medium-sized firms including: A special low rate of employer National Insurance Contributions for qualifying SMEs, to apply for a time-limited period. Alternatively, SMEs could be given the option to delay paying their employer NICs bill for a year.</p>
	</li>
	<li>
		<p>A time-limited fiscal stimulus focused on employment through a temporary reduction in employer National Insurance Contributions. For maximum impact we recommend a 1.8 percentage point cut to 11%, at an exchequer cost of &#163;9bn. This would bring the employer rate into line with the employee rate.</p>
	</li>
	<li>
		<p>Accelerating planned public capital spending programmes. Where cost effective and practicable to do so, budgeted capital spending should be brought forward, including the "Building Schools for the Future" rebuilding/refurbishment programme and planned expenditure on social housing. The creation of a new post of Chief Construction Officer would drive action across the government sector.</p>
	</li>
	<li>
		<p>Supporting corporate pension provision by giving companies longer to smooth the costs of making good their pension deficits.</p>
	</li>
	<li>
		<p>Improving the nation's skills. SMEs should be given incentives to take on apprentices through targeted financial assistance, and fund the full economic costs of large firms 'over-training' to the benefit of their sector.</p>
	</li>
	<li>
		<p>Supporting UK exports by offering time-limited support for both existing customers and the wider export community as companies face difficulties in accessing bank finance.</p>
	</li>
</ol>
</content>
                <pubDate>Mon, 24 Nov 2008</pubDate>
                    <image>
                        <url>http://www.nce.co.uk:80/images/lambertportrait4_resized_70_tcm15-1931750.jpg</url>
                        <title>CBI wants Darling to invest in infrastructure</title>
                    </image>
            </item>
<item>
                <title>Designers blamed for I-35 collapse</title>
        <description>Official report on Minneapolis bridge collapse puts spotlight on load path connections.</description>
                <link>http://www.nce.co.uk:80/news/2008/11/designers_blamed_for_i35_collapse.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</link>
                <guid>http://www.nce.co.uk:80/news/2008/11/designers_blamed_for_i35_collapse.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</guid>
                <author/>
                <content>
<p xmlns="http://www.w3.org/1999/xhtml">Bridge engineers this week urged greater vigilance in the design of vital bridge components after an official investigation revealed that under designed gusset plates contributed to the catastrophic collapse of the I35W bridge in Minneapolis in 2007.</p>
<p xmlns="http://www.w3.org/1999/xhtml">The collapse of the bridge&#8217;s 300m main span of the I35W in August 2007 killed 13 people (NCE 9/16 August 2007). The final report into the cause of the collapse from the US National Transportation Safety Board (NTSB) says that gusset plates used to connect load bearing columns and trusses had inadequate load bearing capacity.</p>
<p xmlns="http://www.w3.org/1999/xhtml">Bridge designer Sverdrup &amp; Parcel &amp; Associates, now owned by Jacobs, was found to be at fault. Independent steel bridge consultant Jolyon Gill told NCE that UK bridge designers would need to be more vigilant as a result of the report. "People will look more carefully at each component of the bridge and especially at gusset plates," said Gill. "It&#8217;s particularly important to put the nuts and bolts in the right place.</p>
<p xmlns="http://www.w3.org/1999/xhtml">"The report will put the spotlight back on load path connections." Head of consultant Benaim Simon Bourne added that the report showed that small details in bridge design needed more attention. "There is a tendency with a lot of schemes for people to concentrate on the main elements, such as flanges, but there is very, very rarely a problem with the main sections," said Bourne. "It&#8217;s invariably the details of the design or maintenance that can lead to problems and these are the things that need more engineering."</p>
<p xmlns="http://www.w3.org/1999/xhtml">The NTSB found 24 underdesigned gusset plates on the I- 35 structure. They were about half the thickness of properly sized gusset plates, and escaped discovery during the original design review. Sverdrup &amp; Parcel &amp; Associates were found to have failed to ensure that the appropriate main truss gusset plate calculations were performed and inadequate design review was found to have been carried out by federal and state transportation officials.</p>
<p xmlns="http://www.w3.org/1999/xhtml">NTSB acting chairman Mark Rosenker said: "Bridge designers, builders, owners, and inspectors will never look at gusset plates quite the same again, and as a result, these critical connections in a bridge will receive the attention they deserve in the design process, in future inspections, and when bridge load rating analyses are performed."</p>
<p xmlns="http://www.w3.org/1999/xhtml">The NTSB report also found that "substantial increases in the weight of the bridge, which resulted from previous bridge modifications" put further strain on the inadequate gusset plates. Concentrated construction loads on the bridge on the day of the collapse as a result of works being carried out added to the problem it said. Inspections carried out had not identified the problem because gusset plates had been largely ignored.</p>
</content>
                <pubDate>Wed, 19 Nov 2008 16:03:43 GMT</pubDate>
                    <image>
                        <url>http://www.nce.co.uk:80/images/structures_bridges_I35W_collapse_01_080124_resized_70_tcm15-526785.jpg</url>
                        <title>Designers blamed for I-35 collapse</title>
                    </image>
            </item>
<item>
                <title>Construction crisis in Ulster</title>
                <link>http://www.nce.co.uk:80/news/2008/11/construction_crisis_in_ulster.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</link>
                <guid>http://www.nce.co.uk:80/news/2008/11/construction_crisis_in_ulster.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</guid>
                <author/>
                <content>
<p xmlns="http://www.w3.org/1999/xhtml">Northern Ireland&#8217;s construction sector is in danger of tipping over into crisis unless urgent action is taken to break a log jam of millions of pounds of work, consultants said last week.</p>
<p xmlns="http://www.w3.org/1999/xhtml">All framework agreements in Northern Ireland have ground to a halt following legal challenges to the process, with engineers at the Association of Consultancy and Engineering&#8217;s (ACE) annual meeting in Belfast on Friday fearing massive job cuts. "The industry is in real danger of tipping over into crisis," said ACE Northern Ireland Group chair Gavin Browne.</p>
<p xmlns="http://www.w3.org/1999/xhtml">The awarding of public sector contracts has effectively come to a halt since two contractors were successful in their legal challenges against the framework appointments made by the Northern Ireland Executive&#8217;s Construction Procurement Directorate and Department of Education. In both cases, judgements in the Belfast High Court found that the framework agreements should be set aside.</p>
<p xmlns="http://www.w3.org/1999/xhtml">Construction is the highest employer in Northern Ireland and accounts for 15% of GDP. ACE chief executive Nelson Ogunshakin told NCE that the ACE was keen to work with the Executive to get the industry moving again, even if that meant awarding contracts on a case by case basis. "Serious times demand serious and decisive action from the Executive," said Ogunshakin. "ACE fully supports the recent calls by the Construction Industry Group for a raft of urgent measures to increase spending in our industry."</p>
<p xmlns="http://www.w3.org/1999/xhtml">Those measures include releasing individual schemes using more traditional procurement routes to get work moving; diverting cash earmarked for capital budgets to inject money into construction; the freeing up of available funds from departments not spending and reallocating it to areas that can. The ACE is also calling for a review of all schemes currently halted due to legal challenges with a view to releasing them.</p>
<p xmlns="http://www.w3.org/1999/xhtml">An unnamed government official suggested that awarding tenders on a case-by-case basis would only exacerbate the situation and could lead to a blizzard of writs. "Already since these two successful challenges &#8211; and these local court rulings were quite bizarre decisions &#8211; contractors have been given the fillip to challenge every procurement decision," he said.</p>
<p xmlns="http://www.w3.org/1999/xhtml">Construction Industry Group for Northern Ireland secretary George Coulter told NCE that the current legal situation was indeed a "litigators charter" but that a reworking of the framework agreements would take at least a year and this was far too long a delay for an industry geared up and waiting to do the work.</p>
</content>
                <pubDate>Wed, 19 Nov 2008 16:16:23 GMT</pubDate>
                    <image>
                        <url>http://www.nce.co.uk:80/images/nelson_resized_70_tcm15-1928944.jpg</url>
                        <title>Construction crisis in Ulster</title>
                    </image>
            </item>
<item>
                <title>B of the Bang designers settle out of court</title>
        <description>Manchester City Council has reached a &#163;1.7M&#160;out of court settlement with the designers and contractors involved in the design and build of the ill-fated 'B of the Bang' sculpture in east Manchester.</description>
                <link>http://www.nce.co.uk:80/mostread/2008/11/b_of_the_bang_designers_settle_out_of_court.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</link>
                <guid>http://www.nce.co.uk:80/mostread/2008/11/b_of_the_bang_designers_settle_out_of_court.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</guid>
                <author>ed.owen.@emap.com</author>
                <content>
<p xmlns="http://www.w3.org/1999/xhtml">Named after a quote by sprinter Linford Christie, who said he&#160;left his starting blocks at the start of a race "On the 'b' of the bang," the structure has been plagued by problems since it was unveiled in January 2005.</p>
<p xmlns="http://www.w3.org/1999/xhtml">The structure cost twice the projected spend, eventually costing &#163;1.4M when it opened in 2005. Since then, the 56m tall sculpture has suffered from its characteristic spikes falling-off.</p>
<p xmlns="http://www.w3.org/1999/xhtml">Last October client for the structure Manchester City Council <a href="http://www.nce.co.uk/structures/news/bang_gang__sued.html">issued proceedings against Thomas Heatherwick Studio and its subcontractors Packman Lucas, Flint &amp; Neill, and Westbury Structures</a> for negligence and failure to meet their contract, following a series of failures on the sculpture.</p>
<p xmlns="http://www.w3.org/1999/xhtml">The council today announced that it will drop this action following&#160;the design team agreement's to pay &#163;1.7M compensation.</p>
<p xmlns="http://www.w3.org/1999/xhtml">Manchester City Council city solicitor Susan Orrell said: "The settlement allows the Council to recover substantial damages and avoid further cost and the risks that are always associated with legal proceedings.&#160;</p>
<p xmlns="http://www.w3.org/1999/xhtml">"I am pleased we have reached a settlement that is, in my view, in the best interests of the Council and now that this has been achieved, it means the Council can move on and consider the options for the future of the structure in conjunction with the project&#8217;s funders. When this work is completed a report will go to the Council&#8217;s Executive in the New Year."</p>
<p xmlns="http://www.w3.org/1999/xhtml">Thomas Heatherwick Studio and subcontractors Packman Lucas , Flint and Neill and Westbury Structures issued a joint statement saying: "The B of the Bang sculpture was an ambitious and ground-breaking design. It is a matter of considerable regret to all of us that the sculpture that was intended to symbolise the outstanding success of the Manchester Commonwealth Games has suffered the problems that have come to light.&#160;</p>
<p xmlns="http://www.w3.org/1999/xhtml">"We are pleased that a settlement has been reached to the proceedings."</p>
<p xmlns="http://www.w3.org/1999/xhtml">A total of 9 spikes have fallen or been removed so far, with <a href="http://www.nce.co.uk/news/welds_at_centre_of_b_of_the_bang_row.html">fatigue cracking caused by wind-induced vibration blamed for the failures</a>.</p>
<p xmlns="http://www.w3.org/1999/xhtml">The sculpture remains cordoned-off from the public.</p>
</content>
                <pubDate>Mon, 17 Nov 2008</pubDate>
                    <image>
                        <url>http://www.nce.co.uk:80/images/structures_steel_b%20of%20the%20bang_01_071101_resized_70_tcm15-211515.jpg</url>
                        <title>B of the Bang designers settle out of court</title>
                    </image>
            </item>
<item>
                <title>Embassies flout congestion charge to the tune of &#163;23M</title>
        <description>Diplomatic embassies in London are not paying the congestion charge, leaving Transport for London out of pocket to the tune of &#163;23M.</description>
                <link>http://www.nce.co.uk:80/news/2008/11/embassies_flout_congestion_charge_to_the_tune_of_23m.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</link>
                <guid>http://www.nce.co.uk:80/news/2008/11/embassies_flout_congestion_charge_to_the_tune_of_23m.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</guid>
                <author>EdOwen@emap.com</author>
                <content>
<p xmlns="http://www.w3.org/1999/xhtml">Worst offender is the US embassy, based in Grosvenor Square, which has accrued a staggering 26,165 unpaid charges, which would have cost &#163;209,320, but has now been elevated to &#163;2,735,245 in unpaid penalties.</p>
<p xmlns="http://www.w3.org/1999/xhtml">This is an average of&#160;almost 17&#160;penalties for the US embassy every weekday&#160;since charging began in the capital close to six years ago.</p>
<p xmlns="http://www.w3.org/1999/xhtml">The US may begin to reduce its penalty notices as it moves from its current spot in Mayfair, which has had a controversial security facelift recently,&#160;to a new site outside the congestion charging zone in south London. It is uncler whether president elect Barack Obama will employ a new policy of paying the charge when he comes to office in January.</p>
<p xmlns="http://www.w3.org/1999/xhtml">However, the US embassy is not the only offender. London Mayor Boris Johnson has published a list of 123 offending embassies, owing a single charge upwards.</p>
<p xmlns="http://www.w3.org/1999/xhtml">London's congestion charge was controversially introduced by then Mayor Ken Livingstone in February 2003.</p>
<p xmlns="http://www.w3.org/1999/xhtml">Although initially opposed by the government, Prime Minister Tony Blair later hailed the exercise as a success and held an olive branch to Livingstone, who had been expelled from the Labour Party.</p>
<p xmlns="http://www.w3.org/1999/xhtml">The congestion charge stands at &#163;8 per day. New Mayor Boris Johnson is looking to review the western extension of the zone to Kensington and Chelsea.</p>
<p xmlns="http://www.w3.org/1999/xhtml">The 10 worst offenders:</p>
<ul xmlns="http://www.w3.org/1999/xhtml">
	<li>
		<p>AMERICAN EMBASSY: 26,165 unpaid charges - &#163;209,320. Value of penalty: &#163;2,735,245</p>
	</li>
	<li>
		<p>EMBASSY OF THE RUSSIAN FEDERATION: 17,292 unpaid charges &#163;138,336. Value of penalty: &#163;1,849,260</p>
	</li>
	<li>
		<p>EMBASSY OF JAPAN: 16,657 unpaid charges - &#163;133,256. Value of penalty: &#163;1,767,840</p>
	</li>
	<li>
		<p>EMBASSY OF THE FEDERAL REPUBLIC OF GERMANY: 14,761unpaid charges - &#163;118,088. Value of penalty: &#163;1,573,690</p>
	</li>
	<li>
		<p>HIGH COMMISSION FOR THE FEDERAL REPUBLIC OF NIGERIA: 13,050 unpaid charges - &#163;104,400. Value of penalty: &#163;1,350,670</p>
	</li>
	<li>
		<p>THE EMBASSY OF THE REPUBLIC OF THE SUDAN: 9,082 unpaid charges - &#163;72,656. Value of penalty: &#163;924,400</p>
	</li>
	<li>
		<p>OFFICE OF THE HIGH COMMISSIONER FOR INDIA: 5,745 unpaid charges - &#163;209,320. Value of penalty: &#163;622,840</p>
	</li>
	<li>
		<p>KENYA HIGH COMMISSION: 5,926 unpaid charges - &#163;47,408. Value of penalty: &#163;604,390</p>
	</li>
	<li>
		<p>EMBASSY OF THE REPUBLIC OF POLAND: 5,193 unpaid charges - &#163;41,544. Value of penalty: &#163;554,820</p>
	</li>
	<li>
		<p>HIGH COMMISSION FOR THE UNITED REPUBLIC OF TANZANIA: 5,297 unpaid charges - &#163;42,376. Value of penalty: &#163;539,500</p>
	</li>
</ul>
<p xmlns="http://www.w3.org/1999/xhtml">And the 11 least worst offenders:</p>
<ul xmlns="http://www.w3.org/1999/xhtml">
	<li>
		<p>OFFICE OF THE HIGH COMMISSIONER FOR THE REPUBLIC OF TRINIDAD AND TOBAGO: 2 unpaid charges - &#163;16. Value of penalty: &#163;120</p>
	</li>
	<li>
		<p>BARBADOS HIGH COMMISSION: 1 unpaid charge - &#163;8. Value of penalty &#163;120</p>
	</li>
	<li>
		<p>EMBASSY OF THE REPUBLIC OF RWANDA: 5 unpaid charges - &#163;40. Value of penalty &#163;120</p>
	</li>
	<li>
		<p>HIGH COMMISSION FOR GRENADA: 1 unpaid charge - &#163;8. Value of penalty &#163;120</p>
	</li>
	<li>
		<p>HIGH COMMISSION FOR SAINT CHRISTOPHER AND NEVIS: 1 unpaid charge - &#163;8. Value of penalty &#163;120</p>
	</li>
	<li>
		<p>AMBASSADE DE LA REPUBLIQUE DU BURUNDI: 1 unpaid charge - &#163;8. Value of penalty &#163;60</p>
	</li>
	<li>
		<p>ROYAL NORWEGIAN EMBASSY: 1 unpaid charge - &#163;8. Value of penalty &#163;60</p>
	</li>
	<li>
		<p>AUSTRALIAN HIGH COMMISSION: 1 unpaid charge - &#163;8. Value of penalty &#163;60</p>
	</li>
	<li>
		<p>NEW ZEALAND HIGH COMMISSION: 1 unpaid charge - &#163;8. Value of penalty &#163;60</p>
	</li>
	<li>
		<p>BRAZILIAN EMBASSY: 1 unpaid charge - &#163;8. Value of penalty &#163;60</p>
	</li>
	<li>
		<p>ROYAL NETHERLANDS EMBASSY: 1 unpaid charge - &#163;8. Value of penalty &#163;60</p>
	</li>
</ul>
<p xmlns="http://www.w3.org/1999/xhtml">&#160;</p>
</content>
                <pubDate>Tue, 18 Nov 2008</pubDate>
                    <image>
                        <url>http://www.nce.co.uk:80/images/US_Embassy_London_resized_70_tcm15-1926569.jpg</url>
                        <title>Embassies flout congestion charge to the tune of &#163;23M</title>
                    </image>
            </item>
<item>
                <title>Heathrow T5 wins Structural awards</title>
        <description>Heathrow&#8217;s Terminal 5 (T5) was the supreme winner at the Institution of Structural Engineers (IStructE)&#8217;s Structural Awards 2008 on Friday.
</description>
                <link>http://www.nce.co.uk:80/news/2008/11/heathrow_t5_wins_structural_awards.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</link>
                <guid>http://www.nce.co.uk:80/news/2008/11/heathrow_t5_wins_structural_awards.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</guid>
                <author/>
                <content>
<p xmlns="http://www.w3.org/1999/xhtml">At a gala dinner held at the IStructE headquarters in London&#8217;s Belgrave Street on 14 November and attended by over 400 people, the Supreme Award for Structural Engineering Excellence went to Arup for their T5 design.</p>
<p xmlns="http://www.w3.org/1999/xhtml">After first taking the award for Commercial and Retail Structures, T5 went on to win the Supreme Award.</p>
<p xmlns="http://www.w3.org/1999/xhtml">Over 80 projects from around the world were nominated across 12 different categories, 19 of which were awarded on the night.</p>
<p xmlns="http://www.w3.org/1999/xhtml">Notable among the winners were: Heritage Award for Buildings winner St. Pancras International Station and Westminster Bridge Fascia Replacement Project for the Infrastructure Heritage Award.</p>
</content>
                <pubDate>Tue, 18 Nov 2008</pubDate>
                    <image>
                        <url>http://www.nce.co.uk:80/images/transport_airports_t5_aerial_01_071129_resized_70_tcm15-302930.jpg</url>
                        <title>Heathrow T5 wins Structural awards</title>
                    </image>
            </item>
<item>
                <title>China tunnel collapse toll rises to 7</title>
        <description>7 have now been confirmed to have died following&#160;a tunnel collapse in Hangzhou, China, yesterday.</description>
                <link>http://www.nce.co.uk:80/news/2008/11/china_tunnel_collapse_kills_4.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</link>
                <guid>http://www.nce.co.uk:80/news/2008/11/china_tunnel_collapse_kills_4.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</guid>
                <author/>
                <content>
<p xmlns="http://www.w3.org/1999/xhtml">More deaths are feared as the tunnel, dug&#160;for a new underground urban railway, collapsed suddenly yesterday.</p>
<p xmlns="http://www.w3.org/1999/xhtml">The collapse trapped at least 50 workers and created a huge crater where 11 vehicles were stuck. A building affected by the collapse has also been demolished.</p>
<p xmlns="http://www.w3.org/1999/xhtml">Eleven vehicles were also trapped in a 75m long, 15m deep crater after a section of road collapsed into the tunnel at about 3:20 p.m.</p>
<p xmlns="http://www.w3.org/1999/xhtml">More than 1,000 policemen and fire fighters participated in the rescue work. They are pumping water from the tunnel as water from a nearby river flowed into the tunnel soon after the cave-in.</p>
<p xmlns="http://www.w3.org/1999/xhtml">"There is a slim chance for the trapped workers to survive because of heavy flooding in the crater," said rescue headquarters chief Wang Guangrong, adding that the water level once reached six meters at its highest.</p>
<p xmlns="http://www.w3.org/1999/xhtml">Contractor China Railway Construction Group Co., Ltd., has halted all the subway construction works in the city for safety checks, said the group's vice president Bai Zhongren.</p>
<p xmlns="http://www.w3.org/1999/xhtml">The provincial work safety bureau and construction bureau have set up an investigation group to find out cause of the accident.</p>
<p xmlns="http://www.w3.org/1999/xhtml">Construction of the first phase of Hangzhou's subway network was launched in late March last year, comprising sections of the No.1, No.2 and No.4 lines. The accident site is part of the No. 1 line.</p>
<p xmlns="http://www.w3.org/1999/xhtml">The railway project would&#160;extend 70km from the city's northeast to the south at a total cost of &#163;3bn, to complete in&#160;2011.</p>
<p xmlns="http://www.w3.org/1999/xhtml">Hangzhou plans to establish eight subway lines with a total length of 278km by 2050.</p>
</content>
                <pubDate>Mon, 17 Nov 2008</pubDate>
                    <image>
                        <url>http://www.nce.co.uk:80/images/china%20tunnel_resized_70_tcm15-1925588.jpg</url>
                        <title>China tunnel collapse toll rises to 7</title>
                    </image>
            </item>
<item>
                <title>KBR and Halcrow to programme manage Qatar-Bahrain causeway</title>
        <description>Halcrow and US consultant KBR have been awarded the programme management services contract on the &#163;1.3bn project to build the world's longest causeway between Qatar and Bahrain.</description>
                <link>http://www.nce.co.uk:80/mostread/2008/11/kbr_and_halcrow_to_programme_manage_qatarbahrain_causeway.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</link>
                <guid>http://www.nce.co.uk:80/mostread/2008/11/kbr_and_halcrow_to_programme_manage_qatarbahrain_causeway.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</guid>
                <author>john.mckenna@emap.com</author>
                <content>
<p xmlns="http://www.w3.org/1999/xhtml">The two companies beat rivals including Mott MacDonald to oversee the contracting consortium on behalf of the client, the Qatar-Bahrain Causeway Foundation.</p>
<p xmlns="http://www.w3.org/1999/xhtml">The construction contract was awarded in <a href="http://www.nce.co.uk/news/2008/05/contract_signed_to_build_worlds_longest_causeway.html">May</a> to a consortium led by Qatari Diar and France's Vinci Construction Grand Projets. The group also includes Germany's Hochtief, Athens-based Consolidated Contractors Company, Belgium's Dredging International, and the local Middle East Dredging Company.</p>
<p xmlns="http://www.w3.org/1999/xhtml">Denmark's Cowi is working as the design consultant.</p>
<p xmlns="http://www.w3.org/1999/xhtml">Named the Friendship Causeway, the project will link Ras Ashiraj on the west coast of Qatar to the village of Askar on the east coast of Bahrain.</p>
<p xmlns="http://www.w3.org/1999/xhtml">The 40km project will comprise 18km of embankments where the sea is shallow and 22km of viaducts and bridges over deep water, including two 400m cable-stayed bridges over shipping channels.</p>
</content>
                <pubDate>Mon, 17 Nov 2008</pubDate>
                    <image>
                        <url>http://www.nce.co.uk:80/images/BahrainQATAR1_resized_70_tcm15-1325240.jpg</url>
                        <title>KBR and Halcrow to programme manage Qatar-Bahrain causeway</title>
                    </image>
            </item>
<item>
                <title>Under-designed gusset plates to blame for Minneapolis bridge collapse - official investigation concludes</title>
        <description>The US National Transportation Safety Board has determined the probable cause of the collapse of the I-35W bridge in Minneapolis, Minnesota, in August last year was the inadequate load capacity of gusset plates&#160;due to a design error by Sverdrup &amp; Parcel and Associates.</description>
                <link>http://www.nce.co.uk:80/news/2008/11/underdesigned_gusset_plates_to_blame_for_minneapolis_bridge_collapse__official_investigation_concludes.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</link>
                <guid>http://www.nce.co.uk:80/news/2008/11/underdesigned_gusset_plates_to_blame_for_minneapolis_bridge_collapse__official_investigation_concludes.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</guid>
                <author>mark.hansford@emap.com</author>
                <content>
<p xmlns="http://www.w3.org/1999/xhtml">The NTSB concluded after a two day hearing on Thursday and Friday that gusset plates at the U10 nodes failed under a combination of substantial increases in the weight of the bridge, which resulted from previous modifications, and the traffic and concentrated construction loads on the bridge on the day of the accident.</p>
<p xmlns="http://www.w3.org/1999/xhtml">Contributing to the design error was the failure of Sverdrup &amp; Parcel's quality control procedures to ensure that the appropriate main truss gusset plate calculations were performed for the I-35W bridge and the inadequate design review by federal and state transportation officials, said the Board.</p>
<p xmlns="http://www.w3.org/1999/xhtml">Also contributing was the generally accepted practice among US Federal and State transportation officials of giving inadequate attention to gusset plates during inspections for conditions of distortion, such as bowing, and of excluding gusset plates in load rating analysis.</p>
<p xmlns="http://www.w3.org/1999/xhtml">"We believe this thorough investigation should put to rest any speculation as to the root cause of this terrible accident and provide a roadmap for improvements to prevent future tragedies," said NTSB acting chairman Mark Rosenker.&#160;"We came to this conclusion only through exhaustive efforts to eliminate each potential area that might have caused or contributed to this accident.</p>
<p xmlns="http://www.w3.org/1999/xhtml">"Bridge designers, builders, owners, and inspectors will never look at gusset plates quite the same again, and as a result, these critical connections in a bridge will receive the attention they deserve in the design process, in future inspections, and when bridge load rating analyses are performed.&#160;</p>
<p xmlns="http://www.w3.org/1999/xhtml">"By addressing all three areas in our recommendations, we are hopeful that industry and government bodies will take appropriate action and the American people can continue to have confidence in the safety of our nation's bridges," he added.&#160;&#160;</p>
<p xmlns="http://www.w3.org/1999/xhtml">Shortly after&#160;6pm on Wednesday 1 August 2007, the eight-lane, 580m long I-35W highway bridge over the Mississippi River in Minneapolis, Minnesota, experienced a catastrophic failure in the main span of the deck truss.</p>
<p xmlns="http://www.w3.org/1999/xhtml">As a result, a 300m section of the deck truss collapsed, with about 140m of the main span falling into the river. A total of 111 vehicles were on the portion of the bridge that collapsed. Of these, 17 were recovered from the water.
<br/>
	<br/>
As a result of the bridge collapse, 13 people died, and 145 people were injured.</p>
<p xmlns="http://www.w3.org/1999/xhtml">During its investigation, the National Transportation Safety Board learned that 24 under-designed gusset plates, which were about half the thickness of properly sized gusset plates, escaped discovery in the original review process and were incorporated into the design and construction of the bridge.</p>
<p xmlns="http://www.w3.org/1999/xhtml">On the day of the collapse, roadwork was underway on the I-35W bridge, and four of the eight travel lanes (two outside lanes northbound and two inside lanes southbound) were closed to traffic.&#160;In the early afternoon, construction equipment and construction aggregates (sand and gravel for making concrete) were delivered and positioned in the two closed inside southbound lanes.&#160;</p>
<p xmlns="http://www.w3.org/1999/xhtml">The equipment and aggregates, which were being staged for a concrete pour of the southbound lanes that was to begin about 7pm were positioned toward the south end of the centre section of the deck truss portion of the bridge near node U10 and were in place by about 2.30pm.</p>
<p xmlns="http://www.w3.org/1999/xhtml">Shortly after 6pm a lateral instability at the upper end of the L9/U10W diagonal member led to the subsequent failure of the U10 node gusset plates on the centre portion of the deck truss.&#160; Because the deck truss portion of the I-35W bridge was considered non-load-path-redundant, the total collapse of the deck truss was unavoidable once the gusset plates at the U10 nodes failed.</p>
<p xmlns="http://www.w3.org/1999/xhtml">The NTSB examined other possible collapse scenarios - such as corrosion damage found on the gusset plates at the L11 nodes and elsewhere, fracture of a floor truss, pre-existing cracking in the bridge deck truss or approach spans, temperature effects and shifting of the piers - and found that none of these played a role in the accident.&#160;</p>
<p xmlns="http://www.w3.org/1999/xhtml">As a result of its investigation, the NTSB made nine recommendations to the Federal Highway Administration and the American Association of State Highway and Transportation Officials dealing with improving bridge design review procedures, bridge inspection procedures, bridge inspection, training and load rating evaluations.</p>
<p xmlns="http://www.w3.org/1999/xhtml">Bridge designer Sverdrup &amp; Parcel was an American civil engineering company formed in 1928 by Leif&#160;Sverdrup and his college engineering professor John Parcel. The company worked primarily in a specialty field of bridges. Many of the company's projects were located in the St. Louis, Missouri area near the company's headquarters. Sverdup &amp; Parcel was succeeded by Sverdrup Civil, which in 1999 was part of the merger between Sverdrup and Jacobs Engineering</p>
<p xmlns="http://www.w3.org/1999/xhtml">
	<a href="http://www.ntsb.gov/Publictn/2008/HAR0803.html">A synopsis of the Board's report</a>, including the probable cause, conclusions, and recommendations, is available on the NTSB's website <a href="http://www.ntsb.gov">www.ntsb.gov</a>.</p>
<p xmlns="http://www.w3.org/1999/xhtml">The Board's full report will be available on the website in several weeks.&#160;</p>
</content>
                <pubDate>Sat, 15 Nov 2008</pubDate>
                    <image>
                        <url>http://www.nce.co.uk:80/images/structures_bridges_minneapolis_1-35_01_070823_resized_70_tcm15-65705.jpg</url>
                        <title>Under-designed gusset plates to blame for Minneapolis bridge collapse - official investigation concludes</title>
                    </image>
            </item>
<item>
                <title>Spurs reveal phased stadium construction plans</title>
        <description>Tottenham Hotspur has revealed further details of how it intends to build a new 60,000 seat capacity adjacent to the football club's current White Hart Lane ground.</description>
                <link>http://www.nce.co.uk:80/news/2008/11/spurs_reveal_phased_stadium_construction_plans.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</link>
                <guid>http://www.nce.co.uk:80/news/2008/11/spurs_reveal_phased_stadium_construction_plans.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</guid>
                <author>john.mckenna@emap.com</author>
                <content>
<p xmlns="http://www.w3.org/1999/xhtml">Working with a design team comprising KSS architects and structural engineer Buro Happold, Spurs intends to build the majority of the stadium, before building demolishing one section of White Hart Lane to complete the final section of the new venue within one football season.</p>
<p xmlns="http://www.w3.org/1999/xhtml">The delivery of this scheme does require the removal of two listed buildings currently on Tottenham's High Road - Warmington House and Fletcher House - as part of the terrace between Paxton Road and Park Lane. These buildings are making way for the public spaces, not other development, which is essential to connect the Stadium with the High Road and to open up the area to the public.</p>
<p xmlns="http://www.w3.org/1999/xhtml">The plans are now available for public viewing at White Hart Lane and open for <a href="http://www.tottenhamhotspur.com/futureplans/news/club_outlines_scheme.html">consultation</a>.</p>
</content>
                <pubDate>Fri, 14 Nov 2008</pubDate>
                    <image>
                        <url>http://www.nce.co.uk:80/images/spurs1net_resized_70_tcm15-1924754.jpg</url>
                        <title>Spurs reveal phased stadium construction plans</title>
                    </image>
            </item>
<item>
                <title>Undersized gusset plates blamed for fatal I35W collaspe</title>
        <description>US safety investigators yesterday singled out undersized steel plates as the chief cause of last August's fatal collapse of a highway bridge in Minneapolis.</description>
                <link>http://www.nce.co.uk:80/news/2008/11/undersized_gusset_plates_blamed_for_fatal_i35w_collaspe.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</link>
                <guid>http://www.nce.co.uk:80/news/2008/11/undersized_gusset_plates_blamed_for_fatal_i35w_collaspe.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</guid>
                <author/>
                <content>
<p xmlns="http://www.w3.org/1999/xhtml">But additional weight from construction material stockpiled on the centre span contributed to the collapse that killed 13 people, they said.</p>
<p xmlns="http://www.w3.org/1999/xhtml">Federal investigators told the National Transportation Safety Board that the collapse on 1 August 2007 of the I35W bridge was "unavoidable" once gusset plates in the centre span failed.</p>
<p xmlns="http://www.w3.org/1999/xhtml">Board members criticised Minnesota transportation officials for allowing the storage of 287t of construction materials for lane-widening on the bridge. The materials were stored above the gusset plates that fractured. But board members said it was not possible to determine if the materials alone &#8212; or factors such as weather and traffic, combined with the added weight &#8212; pushed the plates to a breaking point.</p>
<p xmlns="http://www.w3.org/1999/xhtml">"Had the gusset plates been properly sized, this bridge would still be there," said Bruce Magladry, director of the NTSB's office of highway safety.</p>
<p xmlns="http://www.w3.org/1999/xhtml">Investigators said the "half-inch thick" plates were inadequate to handle traffic and other stress factors and did not meet engineering guidelines when the bridge was built in 1967. The safety board, as far back as January, had identified design flaws in the plates as a critical factor in the collapse.</p>
<p xmlns="http://www.w3.org/1999/xhtml">The board's final ruling is expected later today.
<br/>
</p>
</content>
                <pubDate>Fri, 14 Nov 2008</pubDate>
                    <image>
                        <url>http://www.nce.co.uk:80/images/structure_bridge_minneapolis_i-35w_collapse_01_070809_resized_70_tcm15-65874.jpg</url>
                        <title>Undersized gusset plates blamed for fatal I35W collaspe</title>
                    </image>
            </item>
<item>
                <title>BT tunnels under London up for sale</title>
        <description>A 1.6km network of tunnels under Holborn in central London has been put on the property market by owner and communications giant BT.</description>
                <link>http://www.nce.co.uk:80/news/2008/11/bt_tunnels_under_london_up_for_sale.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</link>
                <guid>http://www.nce.co.uk:80/news/2008/11/bt_tunnels_under_london_up_for_sale.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</guid>
                <author>jessica.rowson@emap.com</author>
                <content>
<p xmlns="http://www.w3.org/1999/xhtml">The Kingsway Tunnels were originally built as an air raid shelter in 1940 and have been used by MI6, the Public Record Office and BT, but they have not been used regularly since 1990. "We are looking for a purchaser with the imagination and stature to return the tunnels to productive use," said BT group property director Elaine Hewitt. "The site has the most fantastic history and, now that we have no requirement for it for telecommunications use, it is right that we should offer it to the market."</p>
<p xmlns="http://www.w3.org/1999/xhtml">&#160;Designed to provide air raid accommodation for 8,000 people during the Blitz, the tunnels are 30m below ground and equipped with water and electricity. Planning restrictions rule out the conversion of the tunnels into a hotel, home or office.</p>
<p xmlns="http://www.w3.org/1999/xhtml">A BT spokesman said: "Some unusual suggestions are a snooker club, cinema complex, Bond villain lair, bowling alley, archery range, roller disco, sports gym, firing range or somewhere to keep bankers."</p>
<p xmlns="http://www.w3.org/1999/xhtml">Click <a href="http://www.subbrit.org.uk/rsg/sites/k/kingsway/index1a.html">here</a> for more information on the tunnels, including a plan</p>
<p xmlns="http://www.w3.org/1999/xhtml">&#9632; We want to hear your suggestions about what should be done with this prime bit of real estate. Email <a href="mailto:jessica.rowson@emap">jessica.rowson@emap</a>. com with your ideas and the best five will receive an NCE mug!</p>
</content>
                <pubDate>Wed, 12 Nov 2008</pubDate>
                    <image>
                        <url>http://www.nce.co.uk:80/images/snooker_resized_70_tcm15-1922476.jpg</url>
                        <title>BT tunnels under London up for sale</title>
                    </image>
            </item>
<item>
                <title>Canary wharf development gets go ahead</title>
        <description>Three significant planning proposals for Canary Wharf were approved by Mayor of London Boris Johnson yesterday. They&#160;include the Isle of Dogs&#160;Crossrail station, a new 27-storey hotel and the complete redevelopment of Wood Wharf to provide&#160;new offices and shops plus nearly 1,700 new homes.</description>
                <link>http://www.nce.co.uk:80/news/2008/11/canary_wharf_development_gets_go_ahead.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</link>
                <guid>http://www.nce.co.uk:80/news/2008/11/canary_wharf_development_gets_go_ahead.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</guid>
                <author>jessica.rowson@emap.com</author>
                <content>
<p xmlns="http://www.w3.org/1999/xhtml">The planning applications were passed at the Mayor's regular strategic planning meeting.</p>
<p xmlns="http://www.w3.org/1999/xhtml">The Crossrail station on the Isle of Dogs will create a major transport hub at Canary Wharf connecting to the DLR and London Underground network.</p>
<p xmlns="http://www.w3.org/1999/xhtml">"We cannot stop building in our city and just as we will forge ahead with our huge house building programme, we must ensure the development process for all construction projects is as smooth and speedy as possible," said mayor Boris Johnson.&#160;"Once Crossrail arrives in Canary Wharf it will act as the catalyst for the construction of more offices and the other facilities including new shops and more hotels, creating lasting jobs over the coming decades."</p>
<p xmlns="http://www.w3.org/1999/xhtml">&#160;</p>
<p xmlns="http://www.w3.org/1999/xhtml">&#160;</p>
</content>
                <pubDate>Thu, 13 Nov 2008</pubDate>
                    <image>
                        <url>http://www.nce.co.uk:80/images/islestation%20net_resized_70_tcm15-1922829.jpg</url>
                        <title>Canary wharf development gets go ahead</title>
                    </image>
            </item>
<item>
                <title>Global green trend highlighted by 2008 "Best Tall Building" Awards </title>
        <description>Tall buildings do not necessarily have to be carbon-guzzling behemoths according to the Council on Tall Buildings and Urban Habitat (CTBUH)&#8217;s "Best Tall Building" awards.</description>
                <link>http://www.nce.co.uk:80/news/2008/11/global_green_trend_highlighted_by_2008_best_tall_building_awards.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</link>
                <guid>http://www.nce.co.uk:80/news/2008/11/global_green_trend_highlighted_by_2008_best_tall_building_awards.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</guid>
                <author/>
                <content>
<p xmlns="http://www.w3.org/1999/xhtml">On 20 November, the awards will honour one exceptional tall building from each of four geographical regions around the globe for seamless integration of sustainable design strategies, architectural form, structure, building systems and life safety for the building&#8217;s occupants.</p>
<p xmlns="http://www.w3.org/1999/xhtml">Architect Cesar Pelli and engineer William F. Baker have also been honored with &#8220;Lifetime Achievement&#8221; awards for a palette of outstanding tall building work spanning decades. One of the four winning buildings will then be deemed the &#8220;Best Tall Building Overall&#8221;.</p>
<p xmlns="http://www.w3.org/1999/xhtml">&#160;
<br/>
"Each year, the CTBUH Awards recognize the finest and most innovative work happening in tall building design, and this year we were keenly aware of advancements made in integrating sustainable design elements with meaningful results," said CTBUH awards committee chairman Timothy Johnson.</p>
<p xmlns="http://www.w3.org/1999/xhtml">&#160;</p>
<p xmlns="http://www.w3.org/1999/xhtml">The "Best Tall Building" winners for 2008 are:</p>
<p xmlns="http://www.w3.org/1999/xhtml">
	<strong>AMERICAS</strong> - The New York Times Building, New York</p>
<p xmlns="http://www.w3.org/1999/xhtml">
	<strong>EUROPE</strong> - 51 Lime Street, London</p>
<p xmlns="http://www.w3.org/1999/xhtml">
	<strong>MIDDLE EAST/AFRICA</strong> - Bahrain World Trade Center, Manama</p>
<p xmlns="http://www.w3.org/1999/xhtml">
	<strong>ASIA/AUSTRALASIA</strong> - Shanghai World Financial Center, Shanghai
<br/>
</p>
</content>
                <pubDate>Tue, 11 Nov 2008</pubDate>
                    <image>
                        <url>http://www.nce.co.uk:80/images/51%20Lime%20street_resized_70_tcm15-1921390.jpg</url>
                        <title>Global green trend highlighted by 2008 "Best Tall Building" Awards </title>
                    </image>
            </item>
<item>
                <title>Eurocodes: Moving with the times</title>
        <description>The long wait for Eurocodes is over and the time for action is now, says Parsons Brinckerhoff director of bridge and structural engineering and Eurocodes guru Steve Denton.</description>
                <link>http://www.nce.co.uk:80/consultantsfile/2008/11/moving_with_the_times.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</link>
                <guid>http://www.nce.co.uk:80/consultantsfile/2008/11/moving_with_the_times.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</guid>
                <author>jessica.rowson@emap.com</author>
                <content>
<p xmlns="http://www.w3.org/1999/xhtml">Structural Eurocodes are a set of unified international codes of practice for designing buildings and civil engineering structures, which will eventually replace national codes like the British Standards.</p>
<p xmlns="http://www.w3.org/1999/xhtml">
	<br/>
From March 2010, all public sector works will need to be designed to Eurocodes and British Standards will no longer be updated. There are ten Eurocodes in total &#8211; one explaining the basis of design to Eurocodes and the principles behind them, one explaining load cases to be considered, one for each of the major materials &#8211; steel, concrete, timber, masonry, aluminium and composite construction &#8211; one for seismic design and one for geotechnical design. Each consists of a number of parts and is accompanied by national annexes, which give country specific values and guidelines. All ten Eurocodes have now been published as well as a large majority of the national annexes.</p>
<p xmlns="http://www.w3.org/1999/xhtml">
	<br/>
With the publication of the much-awaited national annex for Eurocode 1: actions on structures &#8211; part 1-4: general actions &#8211; wind actions at the end of October, UK local authorities can now accept Eurocode building designs as complying with Building Regulations (News last week).&#160;&#160;&#160;
<br/>
Companies have begun to look at how Eurocodes will affect them, but until now, not many engineers would have had daily exposure to them. "It&#8217;s taken a long time to get to this point, but now major things are happening in a short time," says Parsons Brinckerhoff (PB) director of bridge and structural engineering Steve Denton. "You need to train staff around the time when they&#8217;re close to using it on live projects."</p>
<p xmlns="http://www.w3.org/1999/xhtml">Denton has been involved with Eurocodes for a long time. His involvement with British Standards as a member of different committees put him in a good position to help develop Eurocodes and he now chairs the British Standards Eurocodes Horizontal Group on Bridges. "We&#8217;ve been tracking them over the last five years, through work on British Standard committees and through work with the Highway Agency. We chose to roll up our sleeves, get stuck in and influence it. We&#8217;re embarking on a period of significant change. Whether one&#8217;s views on it are positive or negative, any significant change is always challenging. It is important people understand things are always changing and it&#8217;s better to invest in it and embrace it rather than push back against it," he says.</p>
<p xmlns="http://www.w3.org/1999/xhtml">The changeover to Eurocodes is an enormous challenge for the industry. New guidelines and amendments are brought out all the time and engineers are used to moving with developing thinking as part of their continuing professional development. However, never before has an entire set of codes of practice been replaced in such a manner. "It&#8217;s a significant change," says Denton. "It&#8217;s important people recognise the need to invest time and effort. It will place greater demand on the technical understanding of engineers. During the period of transition, it will be a challenge for everyone. In terms of progression it&#8217;s moving to a higher level of understanding which is good for the profession but it&#8217;s challenging in the short term."</p>
<p xmlns="http://www.w3.org/1999/xhtml">Eurocodes are thought to be bringing with them a raft of benefits. Not only will they create a level playing field for engineers across Europe in terms of where they can work, but they will also allow engineers to use their skills to optimise their design. For example according to the Concrete Centre, Eurocode 2 &#8211; concrete allows benefits to be derived from using high strength concretes, which BS8110 does not. "Eurocodes are based on the latest science," says Denton. "There have been some positive advances in terms of methods used. It&#8217;s more consistent and rational. It may appear complicated to start with but once learnt you can see the benefits. There will be common vocabulary across engineering internationally. If questions are asked, they&#8217;ll be asked of a bigger pool of engineers."</p>
<p xmlns="http://www.w3.org/1999/xhtml">This bodes well for future ventures, opening up opportunities for research pooled across Europe. However for anyone slow to adapt to Eurocodes, they can look forward to being overtaken by other European countries. "Our European partners are advising implementation rapidly and we risk being left behind if we don&#8217;t seek out opportunity," says Denton. He is fond of using a quote by US Army retired chief of staff General Eric Shinseki: "If you don&#8217;t like change, you&#8217;ll like irrelevance even less."</p>
<p xmlns="http://www.w3.org/1999/xhtml">Clearly the structural engineering community has a lot of work to do, but the Eurocodes changeover will affect more people than just those who will be working directly from them. Clients and anyone who is in involved with the approvals process will need to know how it will affect them. "It will affect clients, particularly with bridges and those with technical approval role," says Denton. "There will be some cost and programme implications. It&#8217;s important the client is in a position to manage."</p>
<p xmlns="http://www.w3.org/1999/xhtml">Denton has been working with the Highways Agency on another big issue which will affect the industry &#8211; climate change. One of his roles is as the national framework manager of research and development at the Highways Agency and he has undertaken a series of projects concerned with climate change. "We need to be making the right decisions about what to change, viewed in a risk and sustainability context," says Denton. "In the UK we have a mature infrastructure. If we&#8217;re designing new infrastructure it&#8217;s relatively straightforward and the cost implications are not too high. If it&#8217;s existing assets, the challenges about how you manage are greater. For example, if it&#8217;s hotter, how do we need to change the structure with regards to the expansion joints, movement capability of the bearing and so on?" This is just one area where Denton bridges the gap between industry and academia.</p>
<p xmlns="http://www.w3.org/1999/xhtml">In addition to his role at PB, Denton has remained active in research and teaching since he was a junior research fellow at the University of Cambridge between 1996 and 1999. In 2007 he was appointed visiting professor at the University of Bath. He is a strong believer in the benefits of the industry and academia working together. "When I was in full-time research I found it difficult to come up with strong research ideas," says Denton. "In industry, the challenges and ideas come up all the time, but we don&#8217;t have time to look into it. I would love to see more collaboration between industry and academia. If you look at other countries in Europe leading practitioners often hold academic postings."</p>
<p xmlns="http://www.w3.org/1999/xhtml">In the UK, engineers are often shoe-horned into management positions as they rise up the promotions ladder. Denton&#8217;s role at PB spans business management and development but he has not forgotten what lies at the centre of his job. "We don&#8217;t sufficiently recognise and celebrate our technical skill which is at the heart of what engineering is about," says Denton. "We encourage our people to move away into business management. It&#8217;s crucial we recognise multiple roles in organisations &#8211; they&#8217;re all important. As a profession we have a huge contribution to make, but if we take our eye off the ball as to what we do it will be damaging for us as a profession."</p>
<p xmlns="http://www.w3.org/1999/xhtml">STEVE DENTON CV
<br/>
- 2007 Appointed Visiting Professor, University of Bath
<br/>
- 1996-1999 Junior Research Fellow, University of Cambridge (part funded by PB)
<br/>
- 1992-2008 Parsons Brinckerhoff (PB), rising from Graduate Engineer to Director of Bridge and Structural Engineering
<br/>
-1989-1992: Studied engineering at University of Cambridge
<br/>
- 1988-1989 Tarmac Construction, year in industry programme
<br/>
</p>
<p xmlns="http://www.w3.org/1999/xhtml">&#160;</p>
<p xmlns="http://www.w3.org/1999/xhtml">&#160;</p>
</content>
                <pubDate>Mon, 10 Nov 2008</pubDate>
                    <image>
                        <url>http://www.nce.co.uk:80/images/D_resized_70%2EVintiner_tcm15-1919556.jpg</url>
                        <title>Eurocodes: Moving with the times</title>
                    </image>
            </item>
<item>
                <title>Triumph for ABM and Ridge at 2008 Concrete Awards</title>
        <description>An underground &#8216;virtual&#8217; wind tunnel for the Renault F1 team, designed by Ridge using an ABM concrete arch system, has won the award for &#8216;Concrete Performance&#8217; at the 2008 Concrete Society Awards.</description>
                <link>http://www.nce.co.uk:80/news/2008/11/triumph_for_abm_and_ridge_at_2008_concrete_awards.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</link>
                <guid>http://www.nce.co.uk:80/news/2008/11/triumph_for_abm_and_ridge_at_2008_concrete_awards.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</guid>
                <author/>
                <content>
<p xmlns="http://www.w3.org/1999/xhtml">Judges selected the computational fluid dynamics (CFD) facility, which is being used to develop the aerodynamics of Renault&#8217;s 2009 season F1 cars, as an exemplar of excellence in 'Concrete Performance.'</p>
<p xmlns="http://www.w3.org/1999/xhtml">The accolade not only acknowledges the facility&#8217;s exemplary design, workmanship and finish but also marks the building&#8217;s excellent integration of structure and services.</p>
<p xmlns="http://www.w3.org/1999/xhtml">Judges for the Awards included the past and present Presidents of the Concrete Society, the President of RIBA and the Presidents of both the Institution of Civil Engineers and the Institution of Structural Engineers.</p>
<p xmlns="http://www.w3.org/1999/xhtml">Closed at one end and fitted with panoramic glass curtain walling at the other, the buried structure utilised ABM&#8217;s Mati&#232;re system CM4 arch solution. The giant tunnel, which comprises 25 rings of pre-cast concrete normally used in bridge construction, is highly sustainable and provides a dramatic working environment for Renault.</p>
<p xmlns="http://www.w3.org/1999/xhtml">The arch elements, weighing up to 32 tonnes each, were shipped to site sequentially and construction of the primary shell was completed in just six working days.</p>
<p xmlns="http://www.w3.org/1999/xhtml">Ridge and consulting engineers Scott Wilson determined that ABM&#8217;s Mati&#232;re system CM4 arch solution met the technical specifications of the project and the high speed construction programme. Ridge succeeded in getting planning approval for the design, despite the proposed site being an SSSI, by electing to put the facility underground.</p>
<p xmlns="http://www.w3.org/1999/xhtml">Partner at Ridge Guy Austin, said: "We are delighted that the innovations used on the facility have been credited and recognised by such an esteemed panel of judges. The 'Concrete Performance' Award is a brand new category which makes it even more exciting to have won."
<br/>
</p>
</content>
                <pubDate>Tue, 11 Nov 2008</pubDate>
                    <image>
                        <url>http://www.nce.co.uk:80/images/tunnel_resized_70_tcm15-1920117.jpg</url>
                        <title>Triumph for ABM and Ridge at 2008 Concrete Awards</title>
                    </image>
            </item>
<item>
                <title>Obama faces &#163;1 trillion infrastructure bill</title>
        <description>US President elect Barack Obama faces a massive bill for neglected infrastructure, according to the American Society of Civil Engineers (ASCE) this week.</description>
                <link>http://www.nce.co.uk:80/news/2008/11/obama_faces_1_trillion_infrastructure_bill.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</link>
                <guid>http://www.nce.co.uk:80/news/2008/11/obama_faces_1_trillion_infrastructure_bill.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</guid>
                <author>EdOwen@emap.com</author>
                <content>
<p xmlns="http://www.w3.org/1999/xhtml">Obama has already pledged to invest &#163;10bn in the coming decade to maintain critical infrastructure.</p>
<p xmlns="http://www.w3.org/1999/xhtml">These plans were likely to have made Obama the <a xmlns:xlink="http://www.w3.org/1999/xlink" title="081030_news_obama_ed" xlink:href="tcm:15-1911284" xlink:title="081030_news_obama_ed">preferred choice to lead the US by civil engineers as a consequence</a>.</p>
<p xmlns="http://www.w3.org/1999/xhtml">"Whoever wins the White House will have a number of pressing infrastructure issues to deal with,&#8221; said ASCE president David Mongan.</p>
<p xmlns="http://www.w3.org/1999/xhtml">"In 2005 we prepared an institution report and gave the overall grade for US infrastructure as D. We estimated that there was a cost to state and local government of some $1.6 trillion [&#163;1 trillion] to bring infrastructure up to an acceptable level. We will be issuing a new report in March 2009, but I do not see any significant improvement," he said.</p>
<p xmlns="http://www.w3.org/1999/xhtml">A special meeting of Congress will meet on 17 November to discuss a package to boost the US economy. It is thought to be similar to plans being developed by Chancellor Alistair Darling, focusing heavily on infrastructure spending.</p>
</content>
                <pubDate>Mon, 10 Nov 2008</pubDate>
                    <image>
                        <url>http://www.nce.co.uk:80/images/BarackObama_resized_70_tcm15-1911269.jpg</url>
                        <title>Obama faces &#163;1 trillion infrastructure bill</title>
                    </image>
            </item>
<item>
                <title>Findings into I35w bridge collapse revealed next week</title>
        <description>Findings on what caused the I35w bridge in Minnesota to collapse last year will be revealed next week, following a two day meeting&#160;rounding&#160;up&#160;the 15 month long investigation.</description>
                <link>http://www.nce.co.uk:80/news/2008/11/findings_into_i35w_bridge_collapse_revealed_next_week.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</link>
                <guid>http://www.nce.co.uk:80/news/2008/11/findings_into_i35w_bridge_collapse_revealed_next_week.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</guid>
                <author>jessica.rowson@emap.com</author>
                <content>
<p xmlns="http://www.w3.org/1999/xhtml">The National Transportation Safety Board, who have carried out a&#160;15 month long investigation into the I35w bridge collapse which killed 13,&#160;will hold a public Board meeting on its investigation of the I35w bridge accident in Minneapolis, Minnesota on next Thursday November 13.&#160; The meeting is expected to last two days.</p>
<p xmlns="http://www.w3.org/1999/xhtml">A summary of the Board's final report, which will include its findings, probable cause and safety recommendations, will appear on the website shortly after the conclusion of the meeting, but the full report will not be published for several weeks.</p>
<p xmlns="http://www.w3.org/1999/xhtml">The eight lane I35W highway bridge over the Mississippi River in Minneapolis, Minnesota collapsed on August 1 2007&#160;killing&#160;13 people&#160;and injuring&#160;145.&#160; Initial investigations focused on inspection <a href="http://www.nce.co.uk/structures/news/minneapolis_bridge_collapse_exposes_inspection_failures.html">procedures</a>, but the National Transportation Safety Board revealed&#160;in January that some of the gusset plates had been <a href="http://www.nce.co.uk/news/2008/01/i35w_collapse_leads_to_call_to_beefup_us_inspections.html">underdesigned.</a>&#160;</p>
<p xmlns="http://www.w3.org/1999/xhtml">&#160;</p>
</content>
                <pubDate>Fri, 7 Nov 2008</pubDate>
                    <image>
                        <url>http://www.nce.co.uk:80/images/structure_bridge_minneapolis_i-35w_collapse_01_070809_resized_70_tcm15-65874.jpg</url>
                        <title>Findings into I35w bridge collapse revealed next week</title>
                    </image>
            </item>
<item>
                <title>Bridge design competition open to engineers</title>
        <description>The Royal Institute of British Architects (RIBA) last week launched a bridge design competition open to engineer-led teams, following criticism of its previous competitions.</description>
                <link>http://www.nce.co.uk:80/news/2008/11/bridge_design_competition_open_to_engineers.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</link>
                <guid>http://www.nce.co.uk:80/news/2008/11/bridge_design_competition_open_to_engineers.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</guid>
                <author/>
                <content>
<p xmlns="http://www.w3.org/1999/xhtml">The competition, to design a footbridge over the River Soar in Leicester, is a milestone in the procurement of bridge designs by those local authorities that choose to adopt the RIBA process.</p>
<p xmlns="http://www.w3.org/1999/xhtml">RIBA bridge competitions have been criticised in the past for excluding engineer-led teams, but this competition seems to herald a new change in direction.</p>
<p xmlns="http://www.w3.org/1999/xhtml">The last bridge competition&#160;launched by RIBA's Competition Office was for a crossing over the River Douglas in Preston. It initially excluded engineers, but then <a xmlns:xlink="http://www.w3.org/1999/xlink" title="080619_news_RIBAJLR" xlink:href="tcm:15-1570445" xlink:title="080619_news_RIBAJLR">RIBA changed the brief to be more inclusive when queried by NCE</a>.</p>
<p xmlns="http://www.w3.org/1999/xhtml">RIBA bridge competitions have been <a xmlns:xlink="http://www.w3.org/1999/xlink" title="080508_NEWS_RIBA" xlink:href="tcm:15-1326122" xlink:title="080508_NEWS_RIBA">criticised in the past for producing unbuildable designs that have insufficient regard to cost constraints</a>.</p>
<p xmlns="http://www.w3.org/1999/xhtml">Critics have said that more input from engineers during the briefing and judging process is needed. The River Soar competition will have an engineering adviser on the panel but it is still to be confirmed who it will be.</p>
<p xmlns="http://www.w3.org/1999/xhtml">However creativity, design and flair have taken precedence over buildability in the brief. The competition is being run by RIBA on behalf of Leicester Regeneration Company and Leicester City Council. The
<br/>
budget for the bridge is estimated to be &#163;1.5M and initial application
<br/>
will be by expression of interest.</p>
<p xmlns="http://www.w3.org/1999/xhtml">A shortlist of up to six teams will then be selected to take part in the
<br/>
design phase of the competition.</p>
</content>
                <pubDate>Mon, 10 Nov 2008</pubDate>
                    <image>
                        <url>http://www.nce.co.uk:80/images/St_pauls_and_millenium_bridge_resized_70_tcm15-1901806.jpg</url>
                        <title>Bridge design competition open to engineers</title>
                    </image>
            </item>
<item>
                <title>New landmark for Copenhagen harbour</title>
        <description>Designs were revealed last week for a new landmark for Copenhagen Harbour - two towers connected by a public walkway 65 meters above the harbour.</description>
                <link>http://www.nce.co.uk:80/news/2008/11/new_landmark_for_copenhagen_harbour.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</link>
                <guid>http://www.nce.co.uk:80/news/2008/11/new_landmark_for_copenhagen_harbour.html;jsessionid=2F2899D3754851A884DA2214FE1B9D4D</guid>
                <author>jessica.rowson@emap.com</author>
                <content>
<p xmlns="http://www.w3.org/1999/xhtml">Each tower carries its own cable-stay bridge&#160;forming a passageway&#160;between the two towers.&#160;The bridges meet at an angle, joining like a handshake over the harbour according to the architect, Steven Holl Architects. The towers will mostly be offices with some public spaces.</p>
<p xmlns="http://www.w3.org/1999/xhtml">"With the winning project, we get a great high-rise building, which will bind the city better together and function as a landmark in the harbour," said the current mayor of Copenhagen, Ritt Bjerregaard.</p>
<p xmlns="http://www.w3.org/1999/xhtml">The project utilizes a variety of sustainable technologies. Both towers&#160;have glazed facades&#160;which are&#160;shaded by&#160;solar screen made of photovoltaics. The towers&#160;are connected to a seawater heating/cooling system which provides&#160;radiant heating in the floor slabs and radiant cooling in the ceiling. Natural ventilation is provided&#160;by windows opening at the floor level and ceiling level for maximum air circulation.&#160; Wind turbines are lined up along&#160;the top of the pedestrian bridge roof,&#160;which&#160;will provide enough electricity for lighting all the public spaces.
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                <pubDate>Thu, 6 Nov 2008</pubDate>
                    <image>
                        <url>http://www.nce.co.uk:80/images/copenhagen%20bridge_resized_70_tcm15-1917443.jpg</url>
                        <title>New landmark for Copenhagen harbour</title>
                    </image>
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