Efficient Seismic Analysis of Bridge by Single Mode Spectrum Analysis Method

단일모드 스펙트럼해석법에 의한 교량의 효율적 내진해석

  • 박윤봉 (관동대학교 건설환경시스템공학부) ;
  • 국무성 (관동대학교 건설환경시스템공학) ;
  • 유승운 (관동대학교 건설환경시스템공학) ;
  • 김선훈 (영동대학교 토목환경공학과)
  • Published : 2003.10.01

Abstract

Recently it is used seismic analysis like single mode spectrum analysis, multi mode spectrum analysis and time history analysis in Korea. Because bridges are not special form of them but regular and simple form of them in our country, we must develope seismic analysis program of bridge based on single nude spectrum analysis. The program developed by this study reduces a Quantity and a time of calculation compared to SAP90 and gives accurate answers without errors. In the case of commercial program if we look for seismic load(P/sub e/(x)), we must increase the number of node and the larger the number of node the more a quantity and a time of calculation. But this program is exactly solved with basic node compared to commercial program.

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