Sky-bridge로 연결된 구조물의 지진해석을 위한 등가모델

An Equivalent Model for Seismic Analysis of Structures Connected by a Sky-bridge

  • 양아람 (성균관대학교 건설환경시스템공학과) ;
  • 김현수 (선문대학교 건축학부) ;
  • 이동근 (성균관대학교 건축공학과) ;
  • 안상경 (삼성물산(주) 건설부문 기술연구소) ;
  • 오정근 (삼성물산(주) 건설부문 기술연구소) ;
  • 문영종 (삼성물산(주) 건설부문 기술연구소)
  • 발행 : 2008.04.17

초록

Recently, high-rise building structures connected by a sky-bridge are frequently constructed. To predict accurate dynamic responses of structures connected a sky-bridge, time history analysis is required. Repetitive analyses are required in the design process. If the entire structure model is employed in the repetitive time history analysis, it would take a lot of computational time and engineers' efforts. Therefore, an equivalent model for high-rise building structures connected by a sky-bridge was proposed in this study. The proposed model consists of cantilever having original structure's stiffnesses and masses. Based on the analytical results, it has been shown that the equivalent model can reduce the analysis time and provide similar seismic responses to the original model.

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