지반강성을 고려한 중저층 가새모멘트저항골조의 내진 목표성능평가

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김수정;최병정;박호영;이진우
Kim, Soo Jung;Choi, Byong Jeong;Park, Ho Young;Lee, Jinwoo

  • 투고 : 2015.07.29
  • 심사 : 2015.12.02
  • 발행 : 2016.03.01

초록

This study is the compared seismic performance that are difference between the performance of structures on various site classes and beam-column connection. this analysis model was designed the previous earthquake load. To compare the performance levels of the structure was subjected to nonlinear static and nonlinear dynamic analysis. Nonlinear analysis was used to The Perform 3D program. Nonlinear static analysis was compared with the performance point and Nonlinear dynamic analysis was compared the drift ratio(%). Analysis results, the soft site class of the displacement was more increase than rock site classes of the displacement. Also The smaller the displacement was increased beam-column connection stiffness.

키워드

Previous seismic design;Seismic Performance Evaluation;Performance level;Site classes;Beam-Column connection stiffness

참고문헌

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과제정보

연구 과제 주관 기관 : 한국연구재단