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《Earthquake Engineering and Engineering Vibration》 1987-01
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SEISMIC RELIABILITY OF MULTI-STOREY REINFORCED BRICK BUILDING

Wu Ruifeng Chen XizhiXi Xiaofeng Xie Mingyu(Dalian Institute of Technology)  
In this paper a method for prediction of seismic reliability of multi-storey building with a storey displacement criterion is proposed. By using of the second-moment method the cracking and collapse probabilities of a hollow brick-wall building of 8 storey with consideration of elasticity of foundation are calculated. The effect of soil-structure interaction of this kind of buildings is specially discussed.
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【Co-citations】
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1 YAN Yanwei1,LI Qingning1,GUO Zeying1,2,YUN Yajun3,LI Xiaomei4 (1.School of Civil Engineering,Xi'an University of Architecture and Technology,Xi'an 710055,China; 2.School of Engineering,Shanxi Normal University,Linfen 041000,China;3.Real Estate Company of Changqing,Xi'an 710021,China;4.The Ground Station Project of Oil Field,Jiangsu,Juangdu 225265,China);Precise elastoplastic seismic response of short-leg shear wall structure[J];Sichuan Building Science;2008-06
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7 ZHAOYan~(*1,2,3),LINJia-hao~(1,2),TANGGuang-wu~3 hnol., Dalian 116024, China; 2.Dept. of Eng. Mech., Dalian Univ. of Technol., Dalian 116024, China; 3.Chongqing Commun. Res. & Des. Inst., Chongqing 400067, China );Precise integration of seismic responses of complex structures with local non-linearity[J];Journal of Dalian University of Technology;2004-02
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1 ZHANG Chuan-cheng ZHANG Ai-lin (College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100022,China);High Efficiency Method in the Earthquake Analysis for Large-span Spatial Structures[J];Journal of Beijing University of Technology;2008-06
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【Secondary References】
Chinese Journal Full-text Database 8 Hits
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