Structural Design of Shanghai Tower for Seismic and Wind Loading – A Comparative Study
Autor(en): |
Xin Zhao
Zhenshan Lin Huahua Sun Jiemin Ding Si Chao Ying Zhou |
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Medium: | Tagungsbeitrag |
Sprache(n): | Englisch |
Tagung: | 35th Annual Symposium of IABSE / 52nd Annual Symposium of IASS / 6th International Conference on Space Structures: Taller, Longer, Lighter - Meeting growing demand with limited resources, London, United Kingdom, September 2011 |
Veröffentlicht in: | IABSE-IASS 2011 London Symposium Report |
Jahr: | 2011 |
Abstrakt: |
A comparative study was conducted for the structural design of Shanghai tower for seismic action and wind loading. The analysis parameters, design methodology and structural responses for both seismic action and wind loading were addressed and compared. The design parameters for the design for wind loading, such as the along wind parameters, across wind parameters, damping ratio under different wind loading levels and dynamic properties, were then discussed. The design methodology, reference return period, base reactions for seismic action and wind loading were finally compared for the Shanghai tower project. The design parameters of the structural design for seismic action and wind loading and the comparative study results can be the references of the structural design of other super tall buildings. |
Stichwörter: |
Tragwerksentwurf Windlast
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