带刚性连梁的双肢剪力墙结构的弹塑性分析  

ELASTO-PLASTIC ANALYSIS OF COUPLED SHEAR WALLS WITH STIFFENING BEAM

作　　者：韩小雷[1] 梁启智[1] 

机构地区：[1]华南理工大学

出　　处：《工程力学》1996年第1期26-34,共9页Engineering Mechanics

摘　　要：本文利用连续化分析方法对带刚性连梁的双肢剪力墙结构进行弹塑性全过程分析，考虑了连梁屈服后的硬化和下降段，计算结果与试验结果符合较好。in this paper,the continuum approach is used to take the full-range elasto-plastic analysis of coupled shear walls with beam. Considering the hardening and decreasing part of post yielding of lintel beams, the results caculated in this paper are in good agreement with experimental ones.

关 键 词：刚性连梁 剪力墙 连续化方法 弹塑性分析 

分 类 号：TU398.202[建筑科学—结构工程]