Seismic Performance of RPC Hollow Rectangular Bridge Columns

摘要：

Two hollow rectangular bridge columns with Reactive powder concrete (RPC) were tested under a cyclically reversed horizontal load. Based on the test results, the seismic behavior of such columns was presented. An analytical model was developed to predict the force-displacement relationship of specimens. The test results were also compared to the proposed analytical model. It was found that the ductility factors of the specimens are over 4.0, and the proposed analytical model can predict the force-displacement relationship of such columns with acceptable accuracy.

关键词： Seismic performance Reactive Powder Concrete ductility columns bridges

作者: G.Y. Zhao G.P. Yan W.X. Hao

作者单位: School of Civil Engineering, Beijing Jiaotong University, Beijing. China School of Civil Engineering, Beijing Jiaotong University, Beijing. China;College of Urban and Rural

会议类型: 国际会议

会议名称: 14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)

会议地点: 北京

会议语种:英文

在线出版日期: 2008-10-12（万方平台首次上网日期，不代表论文的发表时间）