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《Earthquake Engineering and Engineering Vibration》 2004-03
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Seismic behavior analysis of a high-rise building of frame-shear wall structure with high transfer floor

Huang Xiangyun~(1,2),Jin Jianmin~(1,3 ),Zhou Fulin~(1),Yang Zhiyong~(3),Luo Xuehai~(1) (1.Earthquake Engineering Research Test Center,Guangzhou University,Guangzhou 510405,China; 2.Xi'an University of Architecture & Technology, Xi'an 710055,China; 3.School of Civil Engineering and Architecture,Wuhan University of Technology,Wuhan 430070,China)  
Based on the shaking table test of a 1∶25 scale model of high rise building of frame-shear wall structure with high transfer floor, the dynamic properties, damping ratios, seismic responses, damage feature and cracking pattern of model were recorded and analyzed. The seismic behavior of high-rise building with high transfer floor that exceeds the limitation of current design code is discussed using three dimensional finite element analysis programs. Comparing with the measurement results, the calculating values agree fairly well. The viewpoints offered in the paper can be referred in structural design of high-rise building with high transfer floor and in corresponding code compilation.
【Fund】: 建设部2003科研攻关项目(03-2-019)
【CateGory Index】: P315.97
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