底部框架抗震墙砖房的受力性能及侧向刚度分析  

ANALYSIS OF THE BEHAVIOR AND LATERAL STIFFNESS OF BRICK MASONRY BUILDING WITH FRAME-SHEAR STRUCTURE AT FIRST TWO STORIES

作　　者：梁兴文[1] 王庆霖[1] 

机构地区：[1]西安建筑科技大学

出　　处：《土木工程学报》2000年第4期17-22,共6页China Civil Engineering Journal

基　　金：国家自然科学基金;西安市建委资助项目

摘　　要：在试验研究基础上［１］，对这种房屋的侧向刚度进行了分析，提出了侧向刚度的确定方法和简化公式；研究了地震作用下这种结构的受力性能，并提出了抗震设计的建议。On the basis of experimental investigations of brick masonry building with frame- shear wall structure at first two stories [1], the behavior of the building under earthquake were studied. A method and a simplified formula for the determination of lateral stiffness of the building were proposed. Some recommendations to seismic design were submitted.

关 键 词：底部框架抗震墙砖房 侧向刚度 受力性能 

分 类 号：TU398.901[建筑科学—结构工程]