Earticle

초록

영어

The purpose of this study was to evaluate the structural performance of high strength steel beam-to- column connections. To this end, cycle loading connection test was conducted targeting HSA800 steel being developed in Korea and parameter is connection details. According to the study, The non-scallop detail and improved horizontal rib reinforcement detail used in this study enhanced deformation capacity of high strength steel connections which have brittle tendency by stress relaxation. Also. these details satisfied the requirement specification of Special Moment Frame(SMF) by Korean Building Code.

목차

Abstract
 1. 서론
 2. 실험개요
  2.1 실험계획
  2.2 실험방법
 3. 실험결과
  3.1 모멘트-회전각 관계
  3.2 변형도 분석
  3.3 누적흡수에너지
 4. 결론
 참고문헌

저자

• 오상훈 [ Oh, Sang-Hoon | 부산대 건축공학과 교수, 공학박사 ]
• 박해용 [ Park, Hae-Yong | 부산대 대학원 박사과정 ] 교신저자

참고문헌