DYNAMIC BEHAVIOR OF JOINT OF GANGUE CFST COLUMN-BEAM WITH RING STIFFENERS AND STEEL CORBELS
In order to study the dynamic performance joint of gangue concrete filled steel tubular column-beam with ring stiffeners and steel corbels, quasi-static tests on the interior joint of gangue concrete filled steel tubular column-beam with ring stiffeners and steel corbels in the low cycle reverse load were carried out. The load-displacement hysteretic curves of beam end were plump. By analyzing large quantity data, the specimen has ideal displacement ductility, energy dissipation capacity, and seismic performance. It meets the requirements of seismic design code. The conclusions are theoretical and experimental reference for the engineering application.
gangue concrete-filled steel tubular column joint hysteretic curve reversed cyclic loading
Guo-Chang Li Yao Nie Lin Liu
School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, P.R. China
国际会议
广州
英文
751-756
2009-11-28(万方平台首次上网日期,不代表论文的发表时间)