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《Journal of Building Structures》 2010-S2
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Existing problems and improvement strategies for high-rise base-isolated structure

GAO Junjiang,XIONG Zhongming(School of Civil Engineering,Xi'an University of Architecture and Technology,Xi'an 710055,China)  
Conventional seismic design method has many limitations,and cannot satisfy the requirements of safety and applicability in the design of buildings in recent years.The structural vibration control theory is a new method to provide some help in this issue.A large number of theoretical and computational analyses,model tests and a pilot project in practice have showed that a rational design could reduce the seismic response of base-isolated structure to 40% or less of its traditional counterpart.In the fortified area of the earthquake,especially in high intensity fortified area,isolation technology can be used effectively in high-rise buildings.In order to study the application of isolation technology in high-rise structures,based on the analysis of isolation effect for high-rise non-linear base-isolated structures,earthquake responses.and the base-isolated effect of high-rise non-linear base-isolated structures under the action of higher mode vibrations,the effect of,aspect ratio and lateral-torsional coupling was analyzed.And finally,the existing problems and improvement strategies of high-rise base-isolated structure in application were put forward.
【Fund】: 陕西省教育厅专项科研基金项目(09JK550);; 江苏省结构重点实验室开放基金项目(ZD0803);; 西安市科技攻关课题项目(GG04051);; 陕西省自然基金项目(2003E230)
【CateGory Index】: TU352.12
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