Experimental study on the seismic performance of L-shaped column composed of concrete-filled steel tubes frame structures

Abstract This paper experimentally investigated the behavior of specially shaped columns composed of concrete-filled steel tube frames (SCFST frames) subjected to constant axial load and cyclically varying flexural load. Three specimens with two storeys and a single span were tested. The effects of axial compression ratio and the beam-to-column stiffness ratios on the behavior (i.e., stiffness, strength, ductility, and energy dissipation) of SCFST frames were studied. The failure modes of the frames were studied. The hysteretic curve shapes of these three specimens were smooth and full, and the skeleton curves both have gently descending stages, which represent suitable ductility and energy dissipation ability. The load carrying capacity and stiffness decreased with the decrease in axial compression ratio, but the energy dissipation ability and ductility increased and the stiffness degeneration decreased. The load carrying capacity and stiffness decreased with the increase in beam-to-column stiffness ratio, but the energy dissipation and deformation abilities increased. Furthermore, a finite element analysis was conducted to simulate the behavior of SCFST frames. Test results agreed with the results of the finite element analysis.

[1]  Zhihua Chen,et al.  Seismic behavior of special shaped column composed of concrete filled steel tubes , 2012 .

[2]  Lan Hui Guo,et al.  Experimental Study of Concrete-Filled Rectangular HSS Columns Subjected to Biaxial Bending , 2012 .

[3]  Bo Wang,et al.  Experimental studies on circular CFST frames with ALC walls under cyclic loadings , 2014 .

[4]  Yun Zhou,et al.  Experimental study on seismic performance of CFST frame structures with energy dissipation devices , 2013 .

[5]  Hua Yang,et al.  Compressive behavior of T-shaped concrete filled steel tubular columns , 2010 .

[6]  Zu-Yan Shen,et al.  Experimental Study on Seismic Behavior of Concrete-Filled L-Shaped Steel Tube Columns , 2013 .

[7]  Wei Liu,et al.  Behaviour of concrete-filled steel tubular stub columns subjected to axially local compression , 2008 .

[8]  Yan Xiao,et al.  Pseudo-dynamic testing of hybrid frame with steel beams bolted to CFT columns , 2013 .

[9]  Hongbo Liu,et al.  Structural behavior of the suspen-dome structures and the cable dome structures with sliding cable joints , 2012 .

[10]  Lin-Hai Han,et al.  Performance of circular CFST column to steel beam frames under lateral cyclic loading , 2011 .

[11]  Keh-Chyuan Tsai,et al.  Pseudo‐dynamic tests of a full‐scale CFT/BRB frame—Part I: Specimen design, experiment and analysis , 2008 .

[12]  Ting Zhou,et al.  Application of Special Shaped Column Composed of Concrete-Filled Steel Tubes , 2010 .

[13]  Chen Zhihua,et al.  Axial compression stability of a crisscross section column composed of concrete-filled square steel tubes , 2010 .