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。
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.
出处
《湖北水力发电》
2009年第6期4-7,12,共5页
Hubei Water Power