The purpose of this study was to evaluate the seismic performance of high-performance steel. For this study, the hysteretic behavior and deformation shape of steel beam-to-column connections with SM570TMC was investigated using non-linear finite element analysis. The non-linear finite element analysis was carried out using ANSYS. The displacement analysis of steel beam-to-column connections was conducted according to the qualifying procedures of current korean building code(KBC2009).

• 이승재(한국기술교육대학교 건축공학부 교수) | Lee, Seung-Jae
• 박재성(한국기술교육대학교대학원 컴퓨터공학과 박사과정) | Park, Jae-Seong
• 김정학(현대제철 기술연구소 대리) | Kim, Jung-Hak
• 김문정(현대건설 초고층연구팀 과장) | Kim, Moon-Jeong
• 강창훈(현대엠코 기술연구소 차장) | Kang, Chang-Hoon