TEST OF STW-RC COMPOSITE MODEL ARCH UNDER NON-SYMMETRIC IN-PLANE LOADS

被引：0
|
作者：
Wei, Jian-Gang [1 ]
Chen, Bao-Chun [1 ]
机构：
[1] Fuzhou Univ, Coll Civil Engn, Fuzhou 350002, Peoples R China
来源：
PROCEEDINGS OF THE ELEVENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING, VOL I AND II | 2010年
关键词：
Steel web; Concrete; Compositeness; Arch; Test; BRIDGES;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The heavy dead weight has restricted the development of the concrete arch bridge. A new composite arch of steel truss web and concrete flange (STW-RC) was proposed. Meanwhile a test of STW-RC arch model under the non-symmetric in-plane loads was carried out based on the trial design. The results show that this new composite arch bridge was feasible. But node played such a key role in the capacity that some measurements to strengthen it were required.
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页码：639 / 643
页数：5
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