چکیده مقاله
This paper presents a finite element approach to investigate the effect of end connections on the seismic behaviour of all steel buckling restrained braces All steel BRBs Most of the times, these connections are assumed as end pinned connections where they are not fully pinned at the ends in practice This might cause unexpected behaviour, resulting in an incorrect prediction of their seismic behavior during the earthquakes Also out of plane buckling of gusset plates needs to be taken into consideration because of connections rigidity In this paper, it is aimed to conduct an analytical study on these connections and compare the real behaviour of the end connections with end pinned assumption
کلیدواژهها
نویسندگان
Mohammad.A Hodaei
MSc Student, Faculty of Civil engineering, Sahand University of Technology, Tabriz, Iran
K. Abedi
professor, Faculty of Civil engineering, Sahand University of Technology, Tabriz, Iran
B. Rafezy
Associate Professor, Faculty of Civil engineering, Sahand University of Technology, Tabriz, Iran & Visiting Professor , University of California, Los Angeles UCLA , Los Angeles, USA
شیوه ارجاع
Hodaei, Mohammad.A and Abedi, K. and Rafezy, B.,1394,An Investigation into the Effect of End Connections on the Seismic Behaviour of All Steel Buckling Restrained Braces (AllSteel-BRBs),10th International Congress on Civil Engineering,Tabriz
ارائهشده در
مجموعه مقالات دهمین کنگره بین المللی مهندسی عمران15 اردیبهشت 1394 · تبریز