短肢剪力墙与异型柱框架若干问题的讨论  

Discussion on the Problems of Short Piers Shear Wall and Special-shaped Column Frame

作　　者：葛雪康 

机构地区：[1]南通四建集团南京分公司,江苏南京210000

出　　处：《工程抗震与加固改造》2006年第3期52-55,共4页Earthquake Resistant Engineering and Retrofitting

摘　　要：给出了短肢剪力墙的定义及判别方法。通过对其受力特点的分析,论述了短肢剪力墙的两个判别系数即肢强系数和整体性系数的物理意义。对异型柱框架结构存在的不足进行了讨论,并提出了设计建议。In this paper, the definition and distinguish of short piers shear wall are given. Based on the analysis of the force characteristic, the physical significance of pier strengthen factor and unitary factor of the short piers is introduced. The disadvantages of special-shaped frame structure are discussed, and some suggestions of the design are put toward.

关 键 词：短肢剪力墙 异型柱框架 肢强系数 整体性系数 

分 类 号：TU398.2[建筑科学—结构工程]