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高层基础隔震结构基于性态的抗震设防标准研究
引用本文:刘娟,马玉宏,赵桂峰,谭平,罗佳润,邹勤.高层基础隔震结构基于性态的抗震设防标准研究[J].科学技术与工程,2013,13(26):7889-7893.
作者姓名:刘娟  马玉宏  赵桂峰  谭平  罗佳润  邹勤
作者单位:广东省广州市广州大学工程抗震中心,广东省广州市广州大学工程抗震中心,广州大学土木工程学院,广州大学工程抗震中心,广州大学土木工程学院,广州大学工程抗震中心
基金项目:十二五国家科技支撑计划项目(2012BAJ07B02),国家重点基础研究发展计划973项目(2012CB723304)资助
摘    要:随着隔震技术的发展,将该技术应用于高层建筑得到了广泛的关注;其中高层基础隔震结构基于性态抗震设防标准的研究还不十分充分。参考国内外相关通则及规范,以及国内学者对于基础隔震结构基于性态的设计方法的研究,依据基于性态的抗震设计理论,结合高层结构的特点,提出了适合高层基础隔震结构的设防标准。主要从三个方面进行研究,包括高层基础隔震结构的功能分类、性态目标及抗震设计类别;将高层基础隔震结构的性态分为五个水准:充分运行、运行、基本运行、生命安全、接近倒塌;最后将高层基础隔震结构的设防目标进行量化,为高层隔震结构的抗震设计提供了参考。

关 键 词:高层隔震  性态水准  性态目标  抗震设防
收稿时间:2013/5/10 0:00:00
修稿时间:2013/5/10 0:00:00

Research on Performance-based Seismic Design for High-rise Base-Isolated Structure
LIU Juan;MA Yu-hong;ZHAO Gui-feng;TAN Ping;LUO Jia-run;ZOU Qin.Research on Performance-based Seismic Design for High-rise Base-Isolated Structure[J].Science Technology and Engineering,2013,13(26):7889-7893.
Authors:LIU Juan;MA Yu-hong;ZHAO Gui-feng;TAN Ping;LUO Jia-run;ZOU Qin
Institution:LIU Juan;MA Yu-hong;ZHAO Gui-feng;TAN Ping;LUO Jia-run;ZOU Qin;School of Civil Engineering,Guangzhou University;Earthquake Engineering Research & Test Center,Guangzhou University;
Abstract:With the development of the base-isolated structure, high-rise base-isolated structure has been widely concerned. Research about performance-based seismic design of high-rise base-isolated structure is not enough. This paper reference some relevant rules or regulations home and abroad and research about performance-based seismic design of base-isolated structure, considering the characteristic of high-rise structure, on the basis of performance-based seismic design theory, come up with the rational seismic design criteria of high-rise base-isolated structure. The main content is compose of three components, namely functional category of high-rise base-isolated structure, the performance objective and classification of seismic design for high-rise base-isolated structure. The performance of high-rise base-isolated structure is classified as three levels: fully run, run, basic run, safety of life and close to collapse. Finally, the fortification objects of high-rise base-isolated structure are quantified as well, and some meaningful references are provided for seismic design of high-rise base-isolated structure.
Keywords:high-rise base-isolation  performance levels  performance objective  seismic design
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