Earticle

초록

영어

The details of the test frames, test instruments, set-up procedures, and test procedures were presented. The column and beam were connected by slit-plate dampers could initiate the plastic deformation during cyclic loading before damage develops in the beam and column. The precast concrete slab was designed releasable. The primary objective of this test was to verify structural performance of full-scale reusable steel frame. Test results confirm that the reusable frame showed stable hysteretic behavior without any serious damage up to a drift angle of 0.03rad.

목차

Abstract
 1. 서론
 2. 리유스 가능한 철골골조시스템의 Mock-up설계 및 시공
  2.1 개요
  2.2 상세 설계 및 부재 제작
  2.3 리유스 가능한 철골골조시스템의 Mock-up시공
 3. 리유스 가능한 철골골조시스템의 구조성능평가 실험
  3.1 가력 패턴
  3.2 측정
  3.3 하중-변위 곡선
  3.4 변형도 분포
 4. 결론
 참고문헌

저자

• 신승훈 [ Shin, Seung-Hoon | 부산대 대학원 석사과정 ]
• 박해용 [ Park, Hae-Yong | 부산대 대학원 박사과정 ]
• 유홍식 [ Ryu, Hong Sik | 포항산업과학연구원 강구조연구소, 공학박사 ]
• 오상훈 [ Oh, Sang-Hoon | 부산대 건축공학과 교수, 공학박사 ]

참고문헌