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灌芯混凝土石膏墙板结构抗震性能试验研究
引用本文:姜忻良,谷岩,董嘉岭,周涛. 灌芯混凝土石膏墙板结构抗震性能试验研究[J]. 地震工程与工程振动, 2006, 26(3): 165-167
作者姓名:姜忻良  谷岩  董嘉岭  周涛
作者单位:天津大学,建筑工程学院,天津,300072;天津住宅集团,天津,300042;天津开发区工程质量监督站,天津,300457
基金项目:国家自然科学基金项目(50578110),建设部研究开发项目(02-2-511)
摘    要:本文通过对2块灌芯混凝土纤维增强石膏板与8个节点构件在低周反复荷载下的抗震性能试验,研究了构件的抗剪承载能力、构件的延性、恢复力特性、耗能能力和破坏特征等特性;通过实测试点工程结构的动力反应,获得结构的自振频率、振型和阻尼比等模态参数。研究表明,该结构在抗震方面具有良好的性能。

关 键 词:增强石膏板  低周反复  节点  动力特性  抗震性能
文章编号:1000-1301(2006)03-0165-03
收稿时间:2005-11-17
修稿时间:2005-11-172006-03-15

Research on seismic behaviour of reinforced plasterboard filled with concrete
Jiang Xinliang,Gu Yan,Dong Jialing,Zhou Tao. Research on seismic behaviour of reinforced plasterboard filled with concrete[J]. Earthquake Engineering and Engineering Vibration, 2006, 26(3): 165-167
Authors:Jiang Xinliang  Gu Yan  Dong Jialing  Zhou Tao
Affiliation:1 School Civil Engineering, Tianjin Universit, Tianjin 300072, China; 2. Tianjin Group of House, Tianjin 300042,China 3. Tianjin TEDA Engineering Quality Intendanee Station, Tianjin 300457 ,China
Abstract:In this paper,through the experiments of two fiber-reinforced plasterboards filled with concrete and the tests of 8 joints specimens under low cyclic loading,the behaviour of these boards,such as the capacity of shearing force,the ductility features,the hysteretic characteristics,the energy-dissipating capacity and the damage state etc are studied.The natural frequencies,modal shapes and modal damping ratios of the typical structural system are got by dynamic behaviour measurement.It is shown that the structural system has excellent seismic behaviour.
Keywords:reinforced plasterboard  low cyclic loading  joint  dynamic character  seismic behavior
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