In this study, the displacement dependence, strength, and energy dissipation capacity of the steel rod damper were evaluated. The test variables are the number of steel rod dampers and the lateral deformation prevention details. From test results, it was evaluated that the displacement dependence conditions in the structural design code were satisfied. The maximum strength and energy dissipation capacity increased linearly as the number of steel rod increased. In addition, the maximum strength and energy dissipation capacity were evaluated by more than 20 times increased by using of the lateral deformation prevention details.

1. 서론
2. 기존연구 및 변위의존성 평가 기준
3. 성능 실험
    3.1 실험변수 선정
    3.2 재료 시험 및 결과
    3.3 변위의존성 실험
    3.4 변위의존성 실험 결과
    3.5 변위의존성 적합조건 평가
4. 강봉댐퍼 성능평가
    4.1 하중-변위곡선 및 최대강도
    4.2 에너지소산능력
    4.3 댐퍼 변형도
5. 결론
감사의 글

• 이현호(동양대학교 스마트건축공학과 교수, 공학박사) | Lee Hyun-Ho (Department of Smart Architecture Engineering, Dongyang University) 교신저자