Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)
- 2007.09a
- /
- Pages.317-333
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- 2007
Influence of Analysis Models on Variation of Ground Response during Earthquake
지반응답해석기법의 차이에 의한 지반응답 분산도 평가
- Kim, Sung-Ryul (Dept. of Civil Engineering, Dong-A Univ.) ;
- Choi, Jae-Soon (Dept. of Civil Engineering, Seokyeong Univ.) ;
-
Kim, Soo-Il
(School of Civil and Environmental Engineering, Yonsei Univ.)
;
- Park, Dae-Young (Dept. of Civil Engineering, Dong-A Univ.) ;
- Park, Seong-Yong (School of Civil and Environmental Engineering, Yonsei Univ.) ;
- Kim, Ki-Poong (School of Civil and Environmental Engineering, Yonsei Univ.)
- 김성렬 (동아대학교 토목공학과) ;
- 최재순 (서경대학교 토목공학과) ;
-
김수일
(연세대학교 사회환경시스템)
;
- 박대영 (동아대학교 토목공학과) ;
- 박성용 (연세대학교 사회환경시스템 공학부) ;
- 김기풍 (연세대학교 사회환경시스템 공학부)
- Published : 2007.09.14
Abstract
The Round-Robin Test (RRT) for ground response analysis was performed by Division of Geotechnical Earthquake Engineering of Korean Geotechnical Society. This research analyzed the influence of analysis methods on variation of ground response by using the results of this RRT. The analysis methods include equivalent linear analysis, non-linear analysis and effective stress analysis. A total of 5 teams among 12 teams applied two kinds of analysis methods. This research compared the results of these 5 teams and analyzed the variation of the results according to analysis methods. The compared results were shear stress-shear strain relation, transfer function, time history and the response spectrum of ground surface acceleration, peak ground acceleration, peak shear strain and maximum excess pore pressure ratio.
Keywords
- ground response analysis;
- analysis model;
- non-linear model;
- equivalent linear model;
- effective stress model