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《Fujian Architecture & Construction》 2015-07
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The structural design for the high-rise building on slope with non whole-buried basement

LIAO Wenbin;Xiamen Zhongfuyuan institute of architectural design and research;  
When the high- rise buildings on slope with non whole- buried basement have no separate set type of retaining wall structure,the basement surface constraints are unbalanced,so it will produce some problems such as the excursion of the stiffness centre of the structure,the determination of the constrained part of the structure,the depth of the foundation,the starting location for the calculation of the height used to determine the seismic level of the structure and the judgment of the problem that it is belongs to multi- tower structure when there are many high- rise buildings on the basement,that is quite different from the conventional structures with whole- buried basement. Based on the analysis of the mechanics and seismic concepts,this paper puts forward the design proposal to solve the problems and the measures that should be taken in the design,this paper can provide a reference for the design.
【CateGory Index】: TU93
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