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建筑幕墙振动台试验方法研究 被引量:16

Study on Shaking Table Methods for Vibration Testing of Architectural Curtain-Walls
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摘要 在总结以往建筑幕墙抗震性能振动台试验研究方法和经验的基础上,指出现行方法的缺点和不足;提出基于加速度反应和位移反应的抗震性能指标和改进的试验方法,并以实例说明该方法用于判断幕墙抗震性能的有效性,探讨了试验中实现加速度与位移反应相协调的方法,分析了该改进试验方法还存在的问题和不足;进一步提出了基于楼层反应谱的试验新概念,即以满足一定的楼层加速度反应谱和相对位移反应谱的地震波作为地震输入,分析了用于模拟地震振动台试验的反应谱要求和波形再现的要求。可为建筑幕墙抗震性能研究和试验方法研究以及工程实践提供借鉴。 The experiences of current shaking table methods for vibration testing of architectural curtainwalls are reviewed to analyze the weakness and shortcomings of the shaking table methods.An improved testing method,as well as the seismic performance indexes of the curtain-walls,which are related to the acceleration responses and deformation responses,is put forward and illustrated through a sample test. The compatibility methods for the acceleration and deformation responses of the curtain-walls tested are suggested and proved to be sophisticated.Finally,a new concept based on floor response spectrum is developed for the analysis.For generating suitable earthquake waves to cover the floor response spectrum related to accelerations and story drifts,further suggestions are made for these requirements.It might be referenced in the seismic performance research and for the experimental methodology of the curtain-wall and even the curtain-wall engineering.
出处 《防灾减灾工程学报》 CSCD 2008年第4期447-453,共7页 Journal of Disaster Prevention and Mitigation Engineering
基金 科技支撑计划课题(2006BAJ03A03)资助
关键词 建筑幕墙 抗震性能 振动台试验 楼层反应谱 architectural curtain-wall seismic performance shaking table test floor response spectrum
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  • 1时振梁,陈汉尧.基岩地震反应谱随震级、距离的变化特征[J].地震工程与工程振动,1995,15(1):14-17. 被引量:5
  • 2王翠坤,郝锐坤,孙慧中,徐蓬春,陈志强,施昌.深圳加福广场大厦模型振动台试验[J].建筑科学,1996,12(3):15-21. 被引量:4
  • 3张毅刚 曹资.高层建筑玻璃幕墙地震反应整体分析研究.全国第五届地震工程会议论文集[M].北京,1998..
  • 4曹资 张毅刚.玻璃幕墙地震反应的振动台试验研究.全国第五届地震工程会议论文集[M].北京,1998..
  • 5.GBJ50011-2001建筑抗震设计规范[S].中国建筑工业出版社,2001..
  • 6NJM谱瑞斯特雷 等.桥梁抗震设计与加固[M].北京:人民交通出版社,1997,10..
  • 7CALVI G M, G.R. KINGSLEY G R. Displacement-based seismic design of multi-degree-of-freedom bridge structures[J].Earthquake Engineering and Dynamic Structures, 1995,24: 1247- 1266.
  • 8Uniform Building Code[M], International Conference of Building Officials, Whittier, CA, 1997.
  • 9PRIESTLEY M J N. Performance based seismic design, 12WCEE[C], New Zealand,2000.
  • 10American "Association of State Highway and Transportation Offieials(AASHTO),AASHTO LRFD Bridge Design Specifications[ M], Washington, D. C, 1994.

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