Analysis of the Reinforced Masonry on Shear Capacity

摘要：

　　The reinforced masonry structure system is turned up as a new group of high-rise building structure type.This paper mainly researched the shear of reinforced masonry structure under earthquake.The maximum shears of the structure are calculated in X and Y direction by numerical analysis method.The changing of the shear bearing capacity is presented under three kinds of seismic waves.

关键词： reinforced masonry shear capacity seismic response model building

作者: Yang Yu Xin-Jun Zhuang Yun-Feng Zhang Zhao-Qin Yuan

作者单位: Heilongjiang Key Laboratory of Disaster Prevention,Mitigation and Protection Engineering,Northeast P The Infrastructure Management Center of the Second Oil Production Plant of Daqing,Daqing;Heilongjian

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: 391-393

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）