Fragility analysis of RC factory buildings
This study focus on derivation of such fragility curves using conventional factory buildings with masonry infill wall. A set of stochastic earthquake waves compatible with the response spectrum of China seismic code selected to represent the variability in ground motion. Dynamic inelastic time history analysis was used to analyze the random sample of structures. Industrial structural weak position was be pointed out and the seismic capability of longitudinal and transversal orientation of structure is different, probability of slight damage is coherent under minor earthquake, fragility of longitudinal orientation (X axis) is larger than transverse orientation (Y axis) of frame under major earthquake obviously.
industrial buildings fragility stochastic vibration finite element
Jian Zhu Ping Tan
Department of Civil and Hydraulic Engineering. Ning Xia University YinChuan NingXia 750021 Earthquake Engineering Research Center. Guang Zhou University,710055
国际会议
The Third International Conference on Modelling and Simulation(第三届国际建模、计算、仿真、优化及其应用学术会议 ICMS 2010)
无锡
英文
47-51
2010-06-04(万方平台首次上网日期,不代表论文的发表时间)