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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
引用本文:雷小攀,霍达,王东炜,朱俊峰. 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[J]. 河南科学, 2007, 25(6): 951-953
作者姓名:雷小攀  霍达  王东炜  朱俊峰
作者单位:北京工业大学,北京,100022;郑州大学,郑州,450002
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.

关 键 词:失效相关性  小震  模型试验  整体小开口剪力墙
文章编号:1004-3918(2007)06-0951-03
修稿时间:2007-06-21

Experimental Study on Failure Correlation of Reinforced Concrete Shear Wall with Small Opening under Small Earthquake
LEI Xiao-pan,HUO Da,WANG Dong-wei,ZHU Jun-feng. Experimental Study on Failure Correlation of Reinforced Concrete Shear Wall with Small Opening under Small Earthquake[J]. Henan Science, 2007, 25(6): 951-953
Authors:LEI Xiao-pan  HUO Da  WANG Dong-wei  ZHU Jun-feng
Affiliation:1. Beijing University of Technology, Beijing 100022, China; 2. Zhengzhou University, Zhengzhou 450002, China
Abstract: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.
Keywords:failure correlation  small earthquake  model test  shear wall with small opening
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