The contribution of brace and filled-wall on the RC frame with special-shaped columns

被引：0
|
作者：
Liu, W [1 ]
Li, J [1 ]
机构：
[1] Tongji Univ, Bldg Engn Dept, Shanghai, Peoples R China
来源：
ICACS 2003: INTERNATIONAL CONFERENCE ON ADVANCES IN CONCRETE AND STRUCTURES, VOL 1 AND 2 | 2003年 / 32卷
关键词：
frame; filled-wall; frame-truss; stiffness; special-shaped column;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
On the basis of pseudostatic test results of the three specimens, frame, frame-truss and filled-frame with special-shaped columns, the contribution of brace and filled-wall is studied concerning of several important structure parameters, such as stiffness, load-carrying capability, ductility etc. It is found that three specimens perform differently in the tests because of their structure types. It is concluded that brace and filled-wall have a large contribution to the performance of structure. After adding brace and filled-wall, the important parameters, such as stiffness, load-carrying capability, ductility and energy dissipation etc, have been increased. It is also found that the filled-wall has more contribution than brace. However, the contribution of brace and filled-wall became very small when brace and filled-wall were damaged seriously at the late stage of the tests.
引用
收藏
页码：1162 / 1169
页数：8
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