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《Sichuan Building Science》 2010-01
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Seismic response analysis of high-position isolation connected buildings

LI Yonghua1,2,LI Siming2(1.School of Architecture and Civil Engineering,Nanchang University,Nanchang 330029,China;2.School of Civil Engineering,Tongji University,Shanghai 200092,China)  
The dynamic responses of high-position isolation interconnected buildings under various bearing stiffness are studied by using stochastic vibration,time history analysis and response spectrum methods,and the curves of dynamic response in various frequency ratio of single-tower and isolation mechanism are derived.Results show that seismic isolator can mitigate the seismic force of connecting truss when the fundamental frequency ratios are larger than 1.2~1.4.Comparing with other methods,response spectrum method have obvious errors in calculating displacement of linked truss of high-position isolation interconnected buildings,especially in weak bearing stiffness.
【Fund】: 国家自然科学基金创新研究群体项目(50621062)
【CateGory Index】: TU352.12
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