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.
出处
《土木工程学报》
EI
CSCD
北大核心
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
关键词
底部框架抗震墙砖房
侧向刚度
受力性能
brick masonry building with frame- shear wall structure at first two stories, lateral stiffness, behavior, de- sign recommendations
