지원사업
학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
커뮤니티
연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 발행연도
- 2004.6
- 수록면
- 44 - 50 (7page)
이용수
초록· 키워드
오류제보하기
Seismic design codes developed considering the strong earthquakes may result in unnecessary economical loss in the weak and moderate
seismic area, and the importance of the performance based design considering the soil-structure interaction is recognized for the reasonable
seismic design. In this study, elastic and inelastic seismic response analyses of a single degree of freedom system on the soft soil layer were
performed considering the nonlinearity of the soil for the 11 moderate earthquakes scaled to the nominal peak accelerations of 0.075g, 0.15g
and 0.2g. Seismic response analyses for the structure-soil system were performed in one step applying the earthquake motions to the bedrock,
using a pseudo 3-D dynamic analysis software. Study results indicated that it is necessary to consider the nonlinear soil-structure interaction
effects and to perform the performance based seismic design for the various soil layers rather than to follow the routine procedures specified
in the seismic design codes. Nonlinearity of the soft soil excited with weak and moderate earthquakes also affected significantly on the elastic
and inelastic responses due to the nonlinear soil amplification of the earthquake motions, and it was pronounced especially for the elastic ones.
seismic area, and the importance of the performance based design considering the soil-structure interaction is recognized for the reasonable
seismic design. In this study, elastic and inelastic seismic response analyses of a single degree of freedom system on the soft soil layer were
performed considering the nonlinearity of the soil for the 11 moderate earthquakes scaled to the nominal peak accelerations of 0.075g, 0.15g
and 0.2g. Seismic response analyses for the structure-soil system were performed in one step applying the earthquake motions to the bedrock,
using a pseudo 3-D dynamic analysis software. Study results indicated that it is necessary to consider the nonlinear soil-structure interaction
effects and to perform the performance based seismic design for the various soil layers rather than to follow the routine procedures specified
in the seismic design codes. Nonlinearity of the soft soil excited with weak and moderate earthquakes also affected significantly on the elastic
and inelastic responses due to the nonlinear soil amplification of the earthquake motions, and it was pronounced especially for the elastic ones.
목차
Abstract
1.INTRODUCTION
2.MODEL
3.COMPARISON OF ELASTIC RESPONSE SPECTRA OF A SDOF SYSTEM
4.COMPARISON OF INELASTIC RESPONSE SPECTRA OF A SDOF SYSTEM
5.CONCLUSIONS
REFERENCES
참고문헌 (0)
참고문헌 신청함께 읽어보면 좋을 논문
논문 유사도에 따라 DBpia 가 추천하는 논문입니다. 함께 보면 좋을 연관 논문을 확인해보세요!
-
연약지반의 비선형성이 탄성 및 비탄성 지진응답스펙트럼에 미치는 영향
한국지진공학회 논문집
2005 .01
-
비선형 연약지반을 고려한 약진에 의한 비탄성 응답스펙트럼
한국지진공학회 논문집
2003 .01
-
지진기록 선택이 지진요구에 미치는 영향
대한건축학회 논문집 - 구조계
2003 .12
-
Inelastic displacement-based design approach of R/C building structures in seismic regions
Structural engineering and mechanics : An international journal
2001 .01
-
Soil-structure interaction vs Site effect for seismic design of tall buildings on soft soil
Geomechanics & engineering
2014 .01
-
토질조건을 고려한 중진 및 약진의 설계 스펙트럼 ( Design Spectra of Weak and Moderate Earthquakes Considering Soil Conditions )
대한건축학회 논문집
1997 .08
-
Effects on amplification of strong ground motion due to deep soils
Geomechanics & engineering
2015 .01
-
중.약진 자료를 이용한 설계 스펙트럼의 개발 ( Development of the Design Spectrum using Moderate or Weak Earthquake Records )
대한건축학회 학술발표대회 논문집 - 구조계
1994 .10
-
DIRECT INELASTIC EARTHQUAKE DESIGN OF R/C STRUCTURE
한국콘크리트학회 학술대회 논문집
2004 .05
-
Evaluation of numerical procedures to determine seismic response of structures under influence of soil-structure interaction
Structural engineering and mechanics : An international journal
2015 .01
-
내진해석을 위한 SMART 1 ARRAY지진 DATA의 연구 ( A Study of Smart 1 Array Earthquake Data for Seismic Analysis )
대한건축학회 학술발표대회 논문집 - 구조계
1991 .04
-
오대산 지진자료에 의한 거리감쇠식 추정에 관한 연구
한국방재학회 학술대회
2008 .01
-
지반의 고유진동수에 따른 면진 원전 격납건물의 지진응답특성
한국지진공학회 논문집
2013 .01
-
지진의 규모와 거리에 따른 스펙트럼 형상과 다자유도 구조물에 대한 영향
한국지진공학회 논문집
2020 .01
-
응답특성이 다른 지진파에 대한 RC 모멘트골조의 내진성능평가
대한건축학회 논문집 - 구조계
2012 .04
-
Seismic response analysis of reinforced concrete frames including soil flexibility
Structural engineering and mechanics : An international journal
2013 .01
-
국내 공동주택의 지진위험도 현황에 관한 연구
한국안전학회지
2008 .01
-
국내 공동주택의 지진위험도 현황에 관한 연구
건설안전기술
2009 .01
-
입력지반운동의 공간적 변화를 고려한 교량의 지진응답해석
한국해양공학회지
2010 .02
-
Structural Seismic Design Optimization and Earthquake Engineering
대한토목학회지
2018 .01
이 논문의 저자 정보
최근 본 자료
댓글(0)
0
UCI(KEPA) : I410-ECN-0101-2009-540-014279276