钢筋混凝土整体小开口剪力墙结构在小震作用下失效相关性的试验研究  

Experimental Study on Failure Correlation of Reinforced Concrete Shear Wall with Small Opening under Small Earthquake

作　　者：雷小攀[1] 霍达[1] 王东炜[2] 朱俊峰[1] 

机构地区：[1]北京工业大学,北京100022 [2]郑州大学,郑州450002

出　　处：《河南科学》2007年第6期951-953,共3页Henan Science

基　　金：北京市重点实验室开放基金项目(EESR2003-4)

摘　　要：通过对4层钢筋混凝土整体小开口剪力墙1/10缩尺模型的试验研究,基于层间位移,本文对试件在小震作用下失效相关性进行了分析,得出了整体小开口剪力墙结构在小震下的部分失效相关性规律.According to the model test of four-floor 1/10 scale model of reinforced concrete shear wall with small opening, the failure correlation of the structural under small earthquake based on inter-bedded deformation is studied in this paper. Some rules of failure correlation of reinforced concrete shear wall with small opening under small earthquake was obtained.

关 键 词：失效相关性 小震 模型试验 整体小开口剪力墙 

分 类 号：TU375[建筑科学—结构工程]