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Seismic Performance Evaluation of Lead Rubber Bearings Using Real-e Hybrid Simulation

납-고무받침(LRB)의 내진성능평가를 위한 실시간 하이브리드 실험

  • Park, Jamin (Department of Civil and Environmental Engineering, Myongji University) ;
  • Park, Minseok (Hystec, Myongji University) ;
  • Chae, Yunbyeong (Department of Civil and Environmental Engineering, Institute of Construction and Environmental Engineering, Seoul National University) ;
  • Kim, Chul-Young (Department of Civil and Environmental Engineering, Myongji University)
  • 박자민 (명지대학교 토목환경공학과) ;
  • 박민석 (명지대학교 하이브리드 구조실험센터) ;
  • 채윤병 (서울대학교 건설환경공학부, 서울대학교 건설환경종합연구소) ;
  • 김철영 (명지대학교 토목환경공학과)
  • Received : 2024.11.14
  • Accepted : 2024.12.10
  • Published : 2025.01.01

Abstract

The seismic performance of lead-rubber bearings (LRBs) is significantly affected by both the axial force and loading rate they experience. Accurate assessment of LRBs' seismic performance, therefore, requires realistic simulation of these forces and rates, as well as of the response of the isolated structure during seismic events. This study conducted a series of real-time hybrid simulations (RTHS) to evaluate the seismic behavior of LRBs in such conditions. The simulations focused on a two-span continuous bridge isolated by LRBs atop the central pier, exposed to horizontal and vertical ground motions. In the RTHS framework, the LRBs were physically tested in the laboratory, while the remainder of the bridge was numerically modeled. Findings from these simulations indicated that the vertical ground motion had a minimal effect on the lateral response of the bridge when isolated by LRBs.

Keywords

Acknowledgement

본 연구는 과학기술정보통신부 이공분야기초연구사업/중견연구자지원사업(과제번호 2022R1A2C2012494)의 지원에 의해 수행되었음.

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