한국지반공학회:학술대회논문집 (Proceedings of the Korean Geotechical Society Conference)
- 한국지반공학회 2006년도 춘계 학술발표회 논문집
- /
- Pages.617-624
- /
- 2006
하중의 주파수에 지배받는 흙의 동적거동을 고려하는 등가선형해석방법 개발
Development of equivalent linear algorithm procedure that accounts for the loading frequency dependent soil behavior
-
박두희
(한양대학교 공과대학 토목공학과)
;
- 이현우 (한양대학교 공과대학 토목공학과) ;
- 이승찬 (한양대학교 공과대학 토목공학과) ;
- 김재연 (한양대학교 공과대학 토목공학과) ;
- 천병식 (한양대학교 공과대학 토목공학과)
-
Park, Du-Hee
(Dept. of Civil Engineering, Hanyang Univ.)
;
- Lee, Hyun-Woo (Dept. of Civil Engineering, Hanyang Univ.) ;
- Lee, Seung-Chan (Dept. of Civil Engineering, Hanyang Univ.) ;
- Kim, Jae-Yeon (Dept. of Civil Engineering, Hanyang Univ.) ;
- Chun, Byung-Sik (Dept. of Civil Engineering, Hanyang Univ.)
- 발행 : 2006.03.24
초록
Site response analysis is widely used in estimating local seismic site effects. The soil behavior in the analysis is assumed to be Independent of the rate of the seismic loading laboratory results, however, indicate that cohesive soil behavior is greatly influenced by the rate of loading. A new equivalent linear analysis method is developed that accounts for the rate-dependence of soil behavior and used to perform a series of one dimensional site response analyses. Results indicate that while rate-dependent shear modulus has limited influence on computed site response, rate-dependent soil damping greatly filters out high frequency components of the ground motion and thus results in lower response.