유효응력을 고려한 잔교식 안벽구조물의 지진해석

• 영문명: Seismic Analysis of Steel Pile Type Pier Considering Effective Stress
• 발행기관: 한국연안방재학회
• 저자명: 김소연(So-Yeon Kim) 김동현(Dong-Hyawn Kim)
• 간행물 정보: 『한국연안방재학회지』제3권 제4호, 173~177쪽, 전체 5쪽
• 주제분류: 사회과학 > 사회과학일반
• 파일형태: PDF
• 발행일자: 2016.10.30

영문 초록

In this study, seismic analysis of steel pile type pier was done by applying the pore water pressure in accordance with the water depth. In order to analyze the behavior of earthquake quay structure due to pore water pressure, the finite difference analysis program FLAC 3D was used. the seismic analysis compares the horizontal displacement of the quay top based on the total stress and the effective. From numerical analysis, it was concluded that seismic response of pier increases if effective stress of ground soil is taken into account.

목차

1. 서 론

2. 안벽의 지진해석 및 유효응력해석

3. 수치 해석

4. 결 론

키워드

Effective stress Steel Pile Type Pier Finn Seismic Analysis