短肢剪力墙洞口宽度限值的研究及短肢剪力墙结构的定义  

THE STUDY OF THE OPENING SIZE OF SHORT PIER SHEAR WALLS AND THE DEFINITION OF SHORT PIER SHEAR WALL STRUCTURE

作　　者：彭飞[1] 程文瀼[1] 傅玉良[1] 汪杰 

机构地区：[1]东南大学混凝土及预应力混凝土结构教育部重点实验室,南京210096 [2]南京市民用建筑设计研究院,南京210002

出　　处：《工业建筑》2006年第3期41-43,共3页Industrial Construction

摘　　要：通过对对称双肢短肢剪力墙洞口宽度的研究,得出了短肢剪力墙洞口宽度发生变化而呈现不同的结构特性时洞口宽度的限值,给出了短肢剪力墙结构的定义,并给出了短肢剪力墙结构分类的差别条件。Through the study of the opening size of short pier walls, it was earned the limited value of the opening size which decides the different mechanical characterisities of the structure. Consequently it was also given the difinition and the classifying diseriminant of short pier shear wall structure.

关 键 词：短肢剪力墙 洞口宽度 短肢剪力墙结构 

分 类 号：TU398.2[建筑科学—结构工程] O174.41[理学—数学]