Seismic Performance Evaluation of Weak Axis Connections Steel Moment Frames
Author(s) : KANGMIN LEE , KEUNYEONG OH , LIUYI CHEN , SUNGBIN HONG , YANG YANG
Abstract
In this paper, weak axis connections with steel moment frames were evaluated seismic performance. Weak axis connections with proposed prequalified connections in US and weak axis column-tree type connections were tested. As a results, weak axis prequalified connections were evaluated lower ductile than weak axis column-tree type. Prequalified connections satisfied ordinary moment frame, while column-tree type connections met the special moment frame condition.
No fo Author(s) : 5
Page(s) : 167 -170
Electronic ISSN : 2372-4102
Volume 1 :
Issue 3
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