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China Central Television Headquarters-Structural Design
Chris Carroll,Xiaonian Duan,Craig Gibbons,Richard Lawson,Alexis Lee,Andrew Luong,Rory Mcgowan,Chas Pope 한국강구조학회 2006 International Journal of Steel Structures Vol.6 No.5
by a 9-storey podium structure joining two 50-storey high leaning towers which are linked at the top via a 13-storeycantilevered “overhang” structure at 36 storeys above the ground. This inovative and iconic shape of the building is exploitedto provide the primary structural support system, as well as achieving the architectural vision of high-rise ocupancy withintensity Beijing, is achieved by its external skin of leaning columns, horizontal beams and triangulated bracings forming anetwork of diagrids in an extremely strong closed braced tube structure. This external diagrid structure is also expressed boldlyin the building’s faade. It reinforces the transparency betwen structure and architecture, a central philosophy to the building’sbuilding height, in tune with the shape of the leaning towers. The columns emerge and terminate up the height of the building,again influenced by the angled towers. Transfer trusses are located at various levels to colect these column loads into the coresand external structure.
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