Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)
- 2005.03a
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- Pages.294-301
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- 2005
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)
- 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.
Keywords
- Ground Response Analysis;
- Equivalent Linear Analysis;
- Nonlinear Analysis;
- Total Stress Analysis;
- Effective Stress Analysis