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

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.

关键词： Steel web Concrete Compositeness Arch Test

作者: Jian-Gang Wei Bao-Chun Chen

作者单位: College of Civil Engineering,Fuzhou University,Fuzhou P.R. China College of Civil Engineering,Fuzhou University,Fuzhou P.R.China

会议类型: 国际会议

会议名称: The Eleventh International Symposium on Structural Engineering(第十一届结构工程国际研讨会)

会议地点: 广州

会议语种:英文

页码: 639-643

在线出版日期: 2010-12-01（万方平台首次上网日期，不代表论文的发表时间）