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강재댐퍼의 단면형상 및 횡변형방지 상세에 따른 록킹 거동 평가

Evaluation of Rocking Behavior according to Sectional Shape and Lateral Deformation Prevention Details of Steel Damper

  • 이현호 (동양대학교 스마트건축공학과)
  • Lee, Hyun-Ho (Department of Smart Architecture Engineering, Dongyang University)
  • 투고 : 2024.08.11
  • 심사 : 2024.08.31
  • 발행 : 2024.09.15

초록

In this study, the performance evaluation of steel dampers was conducted based on existing research results. The test variables are cross-sectional shape and lateral deformation prevention details. As a result of performance tests according to cross-sectional shape, the circular cross-section was evaluated to be superior than the rectangular cross-section in terms of envelope, stiffness reduction, and energy dissipation capacity. In addition, it was evaluated that the rectangular cross-section where lateral deformation occurs can be restrained by lateral deformation prevention details, thereby improving strength and deformation capacity.

키워드

과제정보

본 성과는 정부(과학기술정보통신부)의 재원으로 한국연구재단의 지원을 받아 수행된 연구임(2022R1F1A1063821).

참고문헌

  1. Lee, H. H,. "Steel Rod damper and Rocking Behavior", Journal of the Korea Institute for Structural Maintenance and Inspection, 24(6), pp.1~9, 2020 DOI:https://doi.org/10.11112/jksmi.2020.24.6.1
  2. Lee, H. H., "Hysteretic Behavior of Steel Damper using Guide Plate and Channel", Journal of the Korea Association for Spatial Structures, 21(3), pp.61-68, 2021 DOI:https://doi.org/10.9712/KASS.2021.21.3.61
  3. Baek, E. L., Oh, S. H. and Lee, S. H., "Seismic performance of an existing low-rise reinforced concrete piloti building retrofitted by steel rod damper", EESK J Earthquake Eng, 18(5), pp.241-251, 2014
  4. Lee, H. H., "Displacement Dependency and Capacity Evaluation According to the Cross-Sectional Shape and Aspect Ratio of Steel Rod Dampers", Journal of the Korea Institute for Structural Maintenance and Inspection, 27(5), pp.89-96, 2023 DOI:https://doi.org/10.11112/jksmi.2023.27.5.89