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预制钢筋混凝土结构在地震荷载下的时程响应
引用本文:陈红鸟,Liberato,Ferrara,Milot,Muhaxheri. 预制钢筋混凝土结构在地震荷载下的时程响应[J]. 湖北水力发电, 2009, 0(6): 4-7,12
作者姓名:陈红鸟  Liberato  Ferrara  Milot  Muhaxheri
作者单位:中国地质大学,湖北,武汉,430074;米兰理工大学,意大利,米兰,20133;米兰理工大学,意大利,米兰,20133
摘    要:根据SAP2000模型来研究预制钢筋混凝土工业结构在不同的地震强度下的动态反应,求得结构内部关键部位的剪力、位移、弯矩、曲率的时程曲线,并与欧洲研究课题组的最新原型试验结果进行对比,以检验该模型的仿真精度。

关 键 词:钢筋混凝土结构  SAP2000  时程分析  地震响应

Time-history analysis on seismic behaviors of precast reinforced concrete buildings
Liberato Ferrara,Milot Muhaxheri. Time-history analysis on seismic behaviors of precast reinforced concrete buildings[J]. Hubei Water Power, 2009, 0(6): 4-7,12
Authors:Liberato Ferrara  Milot Muhaxheri
Affiliation:CHEN Hongniao, Liberato Ferrara, Milot Muhaxheri (1. China University of Geosciences, Wuhan 430074, China; 2. Milan Polytechnical University, Milan 20133, Italy)
Abstract:Based on the SAP 2000 models,the time-history seismic behaviors of precast reinforced concrete of industrial buildings under different earthquake intensities are analyzed.The time-history responses of shear force,displacement,moment and curvature at the critical places of the building are obtained and compared with the "state-of-the-art" prototype experimental evidences achieved by a European research group to examine the simulating precision of the SAP 2000 models.
Keywords:SAP2000
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