Journal of the Earthquake Engineering Society of Korea (한국지진공학회논문집)
- Volume 5 Issue 2
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- Pages.23-31
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- 2001
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- 1226-525X(pISSN)
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- 2234-1099(eISSN)
Nonlinear Effects of a Soft Soil Layer on the Horizontal Seismic Responses of Buildings
건물의 수평방향 내진거동에 미치는 연약지반의 비선형 영향
- 김용석
- Published : 2001.04.01
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66 8
Abstract
지반 위에 세워진 구조물의 지진응답해석시 지반-구조물 상호작용 영향은 지반으 선형특성을 고려하여 간주되었는데 최근 연구결과에 의하면 구조물 지진해석에서 연약지반의 비선형 특성이 중요한 요소로서 인식되었다. 하지만 지반-구조물계의 복잡한 비선형 특성 때문에 내진설계 기준에서 비선형 지반특성을 고려하기에는 아직도 어려움이 많다. 이 논문에서는 UBC 지반종류
Keywords
soil-structure interaction;nonlinear soil behavior;mat foundation;seismic response
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References
- Dynamic Response of Structures on Pile Foundations Kim, Y. S.
- J. of the Earthquake Engineering Society of Korea v.4 no.1 Study on the seismic response spectra of a structure built on the deep soil layers classified in UBC-97 Kim, Y. S.
- Earthquake Engineering Robert L. W.
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