Buro Happold’s Post

Buro Happold joined friends, colleagues and collaborators from Sir Robert McAlpine, Feilden Clegg Bradley Studios (FCBStudios), AECOM - Buildings + Places, Grant Associates, University of Bristol and Bristol City Council at the topping out ceremony for the Bristol Temple Quarter Enterprise Campus. The celebrations marked an important moment for the development and a pivotal moment for the city. Representing a total investment of around £500 million, the University of Bristol's net carbon neutral campus will be home to 4,600 students and 650 staff. It will also provide dedicated space for around 300 enterprise partners, ranging from local SMEs to international companies, collaborating to translate world-class research into commercial opportunities. Working alongside Feilden Clegg Bradley Studios, Grant Associates and Sir Robert McAlpine, Buro Happold is providing multidisciplinary engineering services on this project, including infrastructure, ground engineering, structural engineering, MEP, inclusive design, fire engineering, sustainability, ecology, and acoustics. Buro Happold Partner, Claire Smith, said: “Having been involved on the site for seven years, we are delighted to celebrate this milestone for Temple Quarter Enterprise Campus.  “The Buro Happold team has loved working on a project that has engineering at its core, working collaboratively with our project partners to unlock complex, previously abandoned inner-city island sites and open up much needed public realm and economic opportunity. A key part of our work has been enabling new strategies for development that will support the future ambition of both the University of Bristol and the city itself.” The campus is a catalyst for the wider 135-hectare transformation of Bristol Temple Quarter, the UK’s largest regeneration project that aims to deliver 22,000 new jobs and 10,000 new homes, and a £1.6 billion annual boost to the regional economy.  Main image c. Ross James, University of Bristol

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Syed Ameenuddin Quadri

Senior structural Engineer at Novel-S Design Matrix Pvt. Ltd.

3mo

It’s a flat slab building, there might be shear walls for the lateral load stability, but peripheral columns are without beams. I GUESS!! Concept of the peripheral belt truss and outrigger missing for the lateral load stability.

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