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신형상 이력댐퍼를 가진 보기둥 접합부의 구조성능평가

Structural Performance evaluation of Beam Column connection using New-shaped Hysteretic damper

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한국구조물진단유지관리공학회 (The Korea Institute For Structural Maintenance and Inspection)
초록

In order to reduce the carbon dioxide exhaust quantity and the energy amount and the waste which becomes the global warming primary reason recently, the most efficient method was focused on the long-life building in Structural field. So in order to improve seismic capacity, new shape steel damper may be used in bolted connection, which made reuse of member impossible owing to serious brittle fracture of main member such as beam and column. To solve above problem, new type connection was developed and tested. As result of test, new type connection was shown good seismic capacity and main member such as beam and column were stable behavior.

저자
  • 오상훈(부산대학교 건축공학과 교수, 공학박사) | Oh, Sang Hoon
  • 김영주((주)DRB동일 면진제진사업팀 수석연구원, 공학박사) | Kim, Young Ju
  • 김진원((재)포항산업과학연구원 건축건자재연구본부 선임연구원, 공학박사) | Kim, Jin Won
  • 유홍식((재)포항산업과학연구원 건축건자재연구본부 책임연구원, 공학박사) | Ryu, Hong Sik Corresponding Author