双层索系支承玻璃幕墙结构的抗震设计反应谱研究

英文篇名：RESEARCH ON THE RESPONSE SPECTRUM OF ASEISMIC DESIGN FOR CABLE-TRUSS-SUPPORTED GLASS CURTAIN WALLS
中文刊名：工业建筑
英文刊名：Industrial Construction
作者：周华樟 ; 武岳 ; 李欣
英文作者：Zhou Huazhang Wu Yue Li Xin(School of Civil Engineering ; Harbin Institute of Technology Harbin 150090)
中文关键词：索桁架结构 ; 玻璃幕墙 ; 非线性反应谱 ; 抗震设计
英文关键词：cable-truss structure glass curtain wall nonlinear response spectrum aseismic design
出版日期：2007-10-20
机构：哈尔滨工业大学土木工程学院,哈尔滨工业大学土木工程学院,哈尔滨工业大学土木工程学院哈尔滨150090,哈尔滨150090,哈尔滨150090
年：2007
期：10
出版单位：工业建筑

摘要

广泛应用于大型公共建筑中的双层索系支承玻璃幕墙结构是一种新型结构形式。针对这种结构的研究,以往大多侧重于其抗风性能,而对于其抗震性能的研究较少。针对双层索系支承幕墙结构的特点,构造非线性单质点体系,利用多条最不利地震动记录,采用时程分析法计算该类结构在小震、中震和大震下的加速度反应谱。在此基础上,经过统计、平滑处理,得到适用于双层索系支承玻璃幕墙结构抗震设计的设计地震反应谱和地震影响系数。算例分析表明,采用该反应谱所得到的结构地震响应值与时程分析结果较为接近。
Cable-truss-supported glass curtain walls are a new type of structures,widely used in large public constructions.Researches have been mainly focused on wind resisting of those structures,while the researches on seismism resisting are little.The method for constructing nonlinear single degree of freedom(SDOF) was proposed.The nonlinear acceleration spectra were calculated under given conditions and different seismic intensities through time-history analysis method using many severest ground motion records.The acceleration response spectrums,average acceleration response spectra and statistic smoothing design aseismic response spectra were presented.Through an illustration, the results of nonlinear response spectrum method are closed to those of timehistory method.

引文

1 Pantelides C P,Truman K Z,Behr R A,et al.Development of a LoadingHistory for Seismic Testing of Architectural Glass in a Shop-Front WallSystem.Engineering Structures,1996,18(2):917-935
    2魏琏,王广军.地震作用.北京:地震出版社,1991
    3林家浩,张亚辉,赵岩.大跨度结构抗震分析方法及近期进展.力学进展,2001,31(3):350-360
    4谢礼立,翟长海.最不利设计地震动研究.地震学报,2003(5):250-261
    5周华樟.基于反应谱理论的玻璃幕墙索系支承结构抗震设计方法研究:[硕士学位论文].哈尔滨:哈尔滨工业大学,2005