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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
- 학위논문
- 저자정보
- 발행연도
- 2017
- 저작권
- 군산대학교 논문은 저작권에 의해 보호받습니다.
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이 논문의 연구 히스토리 (3)
2017
- 이 논문의 후속연구가 궁금하신가요?
- 연관 학술논문 또는 학술발표를 통해 보다 발전된 연구결과를 확인하실 수 있습니다.
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초록· 키워드
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Seismic analysis of pier type quay wall and caisson type quay wall was performed using FLAC 3D Which is a finite difference analysis program capable of total stress analysis and effective stress analysis and structural displacement and seismic risk were compared with each other.
In order to consider the effective stress effect, the pore pressure of the ground was distributed, using Byrne(1991) simple formula to estimate parameter and applied to the finn model.
Finally, in order to assessment of probabilistic seismic risk the seismic fragility curve of the quay wall was calculated and seismic hazrd of the structure installation area was considered simultaneously. Through the results of seismic risk analysis according to the total stress and effective stress analysis method, the necessity of effective stress analysis in the seismic design of the quay wall installed on the soft ground was confirmed.
In order to consider the effective stress effect, the pore pressure of the ground was distributed, using Byrne(1991) simple formula to estimate parameter and applied to the finn model.
Finally, in order to assessment of probabilistic seismic risk the seismic fragility curve of the quay wall was calculated and seismic hazrd of the structure installation area was considered simultaneously. Through the results of seismic risk analysis according to the total stress and effective stress analysis method, the necessity of effective stress analysis in the seismic design of the quay wall installed on the soft ground was confirmed.
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