Applicability of Beam Model among Earthquake Response Analysis Models of Liquid-Storage Tank

액체저장탱크의 지진응답해석 모델 중 빔 모델의 적용성

  • 진병무 ((주)대우건설 기술연구소 토목연구팀) ;
  • 전세진 ((주)대우건설 기술연구소 토목연구팀) ;
  • 김영진 ((주)대우건설 기술연구소 토목연구팀)
  • Published : 2004.05.01

Abstract

Generally, the time history analysis among seismic response analyses of a structure needs more times than static analysis. Therefore the mechanical model of a structure has been used as a simple lumped parameter model in time history analysis. For the most cases, the simple mechanical model shows the similar results to that of detailed finite element model. so it is reasonable to use the simple mode] in preliminary analysis. In seismic design of liquid storage tank, such as LNG storage tank, the lumped parameter mode] also is being used in preliminary analysis, however sometimes shows the differences to the results of detailed finite element model. Therefore in this study, the dynamic characteristics between lumped parameter model and detailed finite model is compared for the variables such as height/diameter of liquid-storage tank and thickness of wall, then the applicability of beam mode] to the seismic response analysis are evaluated for some liquid storage tanks.

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