Structural behavior of reinforced concrete frame wall components

被引:5
|
作者
Mo, YL [1 ]
Kuo, CJ [1 ]
机构
[1] Natl Cheng Kung Univ, Dept Civil Engn, Tainan 701, Taiwan
关键词
Concrete Strength; Wall Panel; Concrete Compressive Strength; Concrete Frame; Hysteretic Loop;
D O I
10.1007/BF02480611
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Reinforced concrete buildings with shearwalls are very efficient to resist earthquake disturbances. In general, reinforced concrete frames are governed by flexure and shearwalls are governed by shear. If a structure includes both frames and shearwalls, the complicated interaction of these two components will exist. This paper describes experiments on frames and frame-wall structures, and the experimental results are used to check the analytical models. The tests include four frames and two frame-wall structures. The effects of concrete compressive strength, section size and wall on the frames are investigated. For frames, the horizontal force-displacement relationship predicted by the trilinear theory is in good agreement with the test data. However, for frame-wall structures, both the softening truss model and the IDARC program give deviations from the test values in the horizontal force-displacement relationship.
引用
收藏
页码:609 / 615
页数:7
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