Vulnerability of Hybrid Masonry Building under Seismic Action
Hybrid masonry building is a type of masonry building that uses steel columns and beams as a bearing system in order to meet architectural requirements for wider space. In this paper, masonry walls are modeled by finite element method and analyzed nonlinear statically. Real nonlinear properties of material are considered in the modeling, too. The results of model are compared with experimental modeling results to verify accuracy of numerical model. The vulnerability of hybrid masonry building under seismic load is investigated by creating three dimensional models through nonlinear static analysis.
hybrid masonry structure nonlinear static analysis vulnerability
T. Taghikhany M. Tehranizadeh M. Arabameri
Faculty of Civil and Environmental Engineering,Amir Kabir University of Technology ,Tehran. Iran
国际会议
14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)
北京
英文
2008-10-12（万方平台首次上网日期，不代表论文的发表时间）