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.

引用

页码：639 / 643

页数：5

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