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单层平面索网玻璃幕墙抗震性能研究进展

Research progress on seismic performance of cable net facade

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【作者】 李明王元清陶伟王斌吴丽丽单仁亮

【Author】 LI Ming;WANG Yuanqing;TAO Wei;WANG Bin;WU Lili;SHAN Renliang;Jangho Group Co. ,Ltd.;School of Mechanics and Civil Engineering,China University of Mining and Technology;Department of Civil Engineering,Tsinghua University;

【机构】 江河创建集团股份有限公司中国矿业大学力学与建筑工程学院清华大学土木工程系

【摘要】 单层平面索网支撑点支式玻璃幕墙(简称平面索网幕墙),具有美观、通透性好等优点,在工程中颇受欢迎。由于其具有非线性问题突出、动力反应受主体结构影响等特点,其抗震设计需特殊考虑。为此,近些年,围绕平面索网幕墙抗震性能研究开展了较多工作,包括其动力特性研究,抗震设防要求探讨,地震作用等效静力计算方法研究,抗震性能受主体结构影响及对主体结构反作用的研究等。但总体研究还是滞后于工程需要。在综述上述研究成果的基础上,指出了在今后工作中应加强研究的问题。

【Abstract】 Point-supported glass curtain wall with single-layer plan cable net( briefly called cable net facade) is very popular in civil engineering for its advantages of beautiful appearance and good permeability etc. It has to be considered particularly in seismic design because its prominent nonlinear problems and its dynamic response is affected by the main structure etc. So,much research is done on its seismic performance in recent years,including the research on its dynamic character,the discussion on its seismic fortification,the research on its equivalent static seismic load calculation method and how it is influenced and influences the main structure etc. But in all,the research lags behind the need of civil engineering. The above research results are overviewed and the problems needed to be further studied in the future are pointed out.

【基金】 北京市博士后工作经费及北京市科技计划课题(Z131110000213135)资助
  • 【文献出处】 地震工程与工程振动 ,Earthquake Engineering and Engineering Dynamics , 编辑部邮箱 ,2014年S1期
  • 【分类号】TU352.11;TU382
  • 【被引频次】1
  • 【下载频次】64
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