Proceedings of the Earthquake Engineering Society of Korea Conference (한국지진공학회:학술대회논문집)

Earthquake Engineering Society of Korea (한국지진공학회)
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Evaluation of Force Components and Newmark Sliding Block Analysis of Quay Walls during Earthquake

지진동을 받는 중력식 안벽에 작용하는 하중산정 및 Newmark 변위해석

  • 김성렬 (서울대학교 지구환경시스템 공학부) ;
  • 하익수 (서울대학교 지구환경시스템 공학부) ;
  • 권오순 (한국 해양연구원 선임 연구원) ;
  • 김명모 (서울대학교 지구환경시스템 공학부)
  • Published : 2002.03.01
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Abstract

In this paper, new simple model is developed to evaluate the variation of the magnitude and the phase contrast of force components with the development of excess pore pressure in backfill soil. Also, Newmark sliding block analysis is performed inputting the calculated total force from new model. The applicability of new simple model and Newmark sliding block model is verified from the analyses of 1g shaking table test results.

Keywords