摘要
对底层框架抗震墙上部砖混结构分别进行了 7度地震区六层、七层 ,8度地震区六层 ,八种刚度比和 2 0多条地震波作用下的弹塑性地震反应分析 。
Under 20 earthquake waves, the elasto plastic dynamic analysis of masonry buildings with frame shear wall structures in the ground floor are carried out for seven and eight degree of earthquake intensity, six and seven storey, eight stiffness ratio, respectively. Reasonable lateral stiffness ratio of the second storey to the first storey is studied based on the theory of reliability.
出处
《西安建筑科技大学学报（自然科学版）》
CSCD
2000年第3期230-233,共4页
Journal of Xi'an University of Architecture & Technology(Natural Science Edition)
基金
校青年科技基金资助项目
关键词
底层框架
抗震墙砖房
刚度比
地震反应分析
Masonry buildings with frame shear wall structure, Lateral stiffness ratio, Analysis of earthquake response
