Comparative Analysis of the Reinforced Masonry Structure Bearing Capacity with Different Methods

摘要：

　　At present,the reinforced masonry structure has been widely concerned.The development of the reinforced masonry structure with a good seismic performance and simple construction is very important.This paper mainly studies on the bearing capacity of the ten storey reinforced masonry structure under the action of earthquakes with three different methods,and given the corresponding data.

关键词： reinforced masonry different method seismic response

作者: Yang YU Lei-Wang Yun-Feng Zhang Zhao-Qin Yuan

作者单位: Heilongjiang Key Laboratory of Disaster Prevention,Mitigation and Protection Engineering,Northeast Petroleum University,Daqing,Heilongjiang 163318,China

会议类型: 国际会议

会议名称: 2013 International Conference on Advanced Engineering Materials and Architecture Sciences(2013先进工程材料与建筑科学国际会议)(ICAEMAS 2013)

会议地点: 西安

会议语种:英文

页码: 394-397

在线出版日期: 2013-07-27（万方平台首次上网日期，不代表论文的发表时间）