TEST OF SPECIAL-SHAPED MUTI-CAVITY-BIFURCATED CFST
In order to study the behaviours of special-shaped multi-cavity-bifurcated concrete-filled steel tubular(MCBCFST)columns under axial compression and compressive bending,this work performs testing of two 1:10 scale model specimens of special-shaped MCBCFST columns with some stiffeners.The results show that the stiffeners improve the behaviour of axial compression and compressive bending.
multi-cavity-bifurcated concrete-filled steel tubular columns stiffeners axial compression compressive bending
G. Yang W.L. Cao H.Y. Dong
College of Architecture and Civil Engineering,Beijing University of Technology,Beijing,China;College College of Architecture and Civil Engineering,Beijing University of Technology,Beijing,China
国际会议
2016 International Symposium on Civil and Environmental Engineering(2016年土木与环境工程国际研讨会)
武汉
英文
192-195
2016-12-20(万方平台首次上网日期,不代表论文的发表时间)