会议专题

Cyclic Performance of TR-CFT Columns under Flexural Loadings

This paper presents an experimental test and analytical modeling for CFT concrete filled steel tubes (CFT) and TR-CFT (Transversely- Reinforced Concrete-Filled Steel Tubes) under combined axial compression and cyclic loading. Modified P-M curves with the confining effect are also presented to predict the flexural capacity of CFT and TR-CFT. Test results were found to be in good agreement with the predicted values from the modified P-M curves.

CFT TR-CFT Composite column Confinement P-M curve

J. W. Park. J. H. Kim. J. H. Hur.

PhD, Dept. of Architecture, Hong Ik University, Seoul, Korea. PhD, Korea Railroad Research Institute, Uiwang, Korea. Doctoral degree student, University of Science & Technology, Daejeon, Korea.

国际会议

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

北京

英文

2008-10-12(万方平台首次上网日期,不代表论文的发表时间)