In this study, strain distribution of the beam end and the end of horizontal stiffener of high-strength steel beam-to-column connections was analyzed by finite element methods. According to the FEM results, applied stiffener method showed that it is available to relieve the strain of maximum stress point of beam member

• 오상훈(부산대학교 건축공학과 교수, 공학박사) | Oh, Sang Hoon
• 박해용(부산대학교 건축공학과, 박사과정) | Park, Hae Yong 교신저자