Complex Modal Shapes Superposition Response Spectrum Based Design Method for Seismically Isolated Structures in China

被引:0
|
作者
Tan, Ping [1 ,2 ]
Yang, Kui [1 ,2 ]
Tan, Jiajun [1 ,2 ]
Zheng, Wenzhi [1 ]
机构
[1] Guangzhou Univ, Sch Civil Engn, Guangzhou 510006, Peoples R China
[2] Guangzhou Univ, Earthquake Engn Res & Test Ctr, Guangzhou 510006, Peoples R China
基金
国家重点研发计划; 中国国家自然科学基金;
关键词
Building; Seismic isolation design standards; Benchmark model; CCQC; Design parameters; Design method; DAMAGE;
D O I
10.1007/978-3-031-21187-4_30
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Seismic isolation technology has become a practical strategy for seismic-resistant design. Several studies have also been proposed to promote the applications of seismic isolation technology in structural engineering and the corresponding design procedures. This study introduces the newly issued Building Seismic Isolation Design Standards of China, in which the framework of an integrated direct design method(IDM) for seismically seismically isolated structures is proposed based on the concept of the Complex-mode-superposition response spectrum. The proposed method is different from the traditional two-stage seismic reduction coefficient design method. The new standard design spectrum for the seismically isolated building is given in the issued Standard. The dynamic history analysis method, the IDM, and the divisional design method(DDM) are employed to conduct the seismic isolation design using the seismically isolated benchmark model. The critical design parameters and analysis results from the China standard are reported and evaluated to facilitate the comprehensive comparisons of the seismic isolation design codes from various countries.
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页码:361 / 376
页数:16
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