Comparative Study on Ground Response Analyses for Seismic Design of Geotechnical Structures

지반 구조물의 내진설계를 위한 지반응답해석 기법의 비교연구

  • Hwang, Jae-Ik (School of Civil Urban & Geosystem Engineering Department, Seoul National University) ;
  • Han, Jin-Tae (School of Civil Urban & Geosystem Engineering Department, Seoul National University) ;
  • Cho, Jong-Seok (School of Civil Urban & Geosystem Engineering Department, Seoul National University) ;
  • Kim, Myoung-Mo (School of Civil Urban & Geosystem Engineering Department, Seoul National University)
  • 황재익 (서울대학교 지구환경시스템공학부) ;
  • 한진태 (서울대학교 지구환경시스템공학부) ;
  • 조종석 (서울대학교 지구환경시스템공학부) ;
  • 김명모 (서울대학교 지구환경시스템공학부)
  • Published : 2005.03.25

Abstract

Ground response analysis is one of the most important and most commonly encountered problems in geotechnical earthquake engineering. It is a prerequisite step for liquefaction assessment of saturated soil or the pseudo-static and dynamic analysis of geotechnical structures. A number of techniques have been developed for ground response analysis. In this study, ground response analyses were performed using the computer programs that are currently being used domestically. From these analyses, the analysis techniques applied to the programs were compared and analyzed. The results of ground response analyses were compared as follows: 1) 1-dimensional analysis vs. 2-dimensional analysis; 2) equivalent linear analysis vs. nonlinear analysis.

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