底部框架抗震墙砖房抗震设计要点及工程应用  

Application and Key of Brick Masonry Structures with Frame-Shear Wall at the Bottom

作　　者：潘栋[1] 邓民宪[2] 

机构地区：[1]南京工业大学土木工程学院,江苏南京210009 [2]江苏省地震局,江苏南京210014

出　　处：《江苏建筑》2007年第2期30-31,45,共3页Jiangsu Construction

摘　　要：基于对底部框架-抗震墙结构房屋的抗震性能分析,从建筑抗震概念设计出发,给出底部抗震墙抗震刚度计算公式及抗震墙数量的简化确定方法,并在构造上进行了论述,结合工程设计实例,以供设计人员在实际设计中提供借鉴。Based on the analysis of seismic capability of brick masonry structures with frame - shear wall at the bottom, and from the seismic conceptual design of structure , the method and simplified formula for the determination of lateral stiffness and the number of frame - shear wall of the building were presented, and some constitutions were discussed in brief. Combined with example of building design , it can give the example for designers .

关 键 词：抗震墙砖房 侧向刚度 抗震设计 

分 类 号：TU352.11[建筑科学—结构工程]