EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF INCLINED JOINT OF A COLD-FORMED STEEL WITH PLATE
An inclined joint of a cold-formed steel C section with plate is introduced in this paper,and its performance was studied through experiment. Through the six apecimens which subjected to the loe-cyclic loading in the quasi-static test,we discuss the impact of the joints on mechanical properties and the strain distribution of components. In according to the test results,at last we analyze the effect of the gusset plate thickness and bolt spacing on the node bearing capacity,stiffness,ductility and energy performance.
Cold-formed steel C section Inclined joint Sersmic performance Experimental study
Ming Chen Ya-Li Zhao
Civil and Environmental Engineering of Beijing University of Science and Technology School,Beijing 1 Architecture and Civil Engineering of Inner Mongolia University of Technology School,Inner Mongolia,
国际会议
The Eleventh International Symposium on Structural Engineering(第十一届结构工程国际研讨会)
广州
英文
296-299
2010-12-01(万方平台首次上网日期,不代表论文的发表时间)