Earthquake Response Analysis at Port Island during the 1995 Hyogoken-nanbu Earthquake(Japan)

일본 한신 대지진에 있어서의 포트 아일랜드의 지진응답해석

  • 황성춘 (경주대학교 건설환경시스템 공학부)
  • Published : 2000.04.01

Abstract

Earthquake response analyses are conducted for the investigation of the ground shaking during the 1995 Hyogoken-nambu earthquake. Port Island a man made island with about 8{{{{ KAPPA m^2 }} area is chosen for this purpose Because earthquake measurement with vertical array was conducted there. Strain dependent characteristics of soil can be modeled well into Hardin-Drnevich Model. Four analyses are conducted : total stress analysis by equivalent linear method non-linear method. and two effective stress analyses. All analyses except equivalent linear analysis show fairy good agreement with observed record mainly because the non-linear behavior of Holocene clay layer has predominant effect on the behavior of fill, However detailed investigation show that effective stress analyses give much better prediction than total stress analyses.

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