| Home | E-Submission | Sitemap | Contact Us
    
2017 April 30
Study on Earth Pressure Acting Against Caisson Structure with the Heel
In this study, the effect of caisson heel on the active earth pressure is investigated. Using limit analysis method, inclinations of slip surface developed above the heel with different lengths are analyzed. The shorter the heel length, the larger those of inside slip surface, h...
2017 April 30
Proposal of Sliding Stability Assessment Formulas for an Interlocking Caisson Breakwater under Wave Forces
Recently, the possibility of abnormal waves of which height is greater than design wave height have been increased due to the climate change, and therefore it has been urgent to secure the stability for harbor structures. As a countermeasure for improving the stability of conven...
2017 April 30
Numerical Simulation for Tsunami Force Acting on Onshore Bridge (for Solitary Wave)
Present work shows a numerical method to analysis of interaction analysis between solitary wave and onshore bridge. Numerical simulation is carried out by TWOPM-3D (three-dimensional one-field model for immiscible two-phase flows), which is based on Navier-Stokes solver. To do t...
2017 April 30
Reliability Analysis of the Long Caisson Breakwater Considering to the Wave Force Reduction Parameter
The actual wave is multi-direction irregular wave. In the case of a long structure, a reduction effect of the wave occurs. In this study, in order to grasp the extent to which these influences contribute to the failure probability and compare the existing modular breakwaters to ...
If anyone registers his/her email address, he or she will receive the email of notification when new paper is published in the web site of JKSCOE. Since it is open access journal, the full text is freely available.
Please Sign up.
pISSN : 1976-8192
eISSN : 2288-2227
Current Issue
Volume 29(2); April 2017
    RSS feed
Articles
67 뒷굽이 있는 케이슨 안벽에 작용하는 토압에 대한 연구
유건선
J Korean Soc Coast Ocean Eng. 2017;29(2):67-76.   Published online April 30, 2017
doi: https://doi.org/10.9765/KSCOE.2017.29.2.67
                        
77 파랑하중에 대한 인터로킹 케이슨 방파제의 미끌림 안정성 평가식 제안
박우선, 원덕희, 서지혜
J Korean Soc Coast Ocean Eng. 2017;29(2):77-82.   Published online April 30, 2017
doi: https://doi.org/10.9765/KSCOE.2017.29.2.77
                        
83 고파랑 대비 채움재를 이용한 오픈 셀 케이슨의 전단 벽체 거동 분석
서지혜, 원덕희, 박우선
J Korean Soc Coast Ocean Eng. 2017;29(2):83-91.   Published online April 30, 2017
doi: https://doi.org/10.9765/KSCOE.2017.29.2.83
                        
92 연안교량에 작용하는 지진해일파력에 관한 수치시뮬레이션(고립파의 경우)
이광호, 우경환, 김도삼, 정익한
J Korean Soc Coast Ocean Eng. 2017;29(2):92-108.   Published online April 30, 2017
doi: https://doi.org/10.9765/KSCOE.2017.29.2.92
                        
109 경사제 피복재의 누적피해를 이산시간 확률과정으로 고려한 조건기반 유지관리의 할인비용모형
이철응, 박동헌
J Korean Soc Coast Ocean Eng. 2017;29(2):109-120.   Published online April 30, 2017
doi: https://doi.org/10.9765/KSCOE.2017.29.2.109
                        
121 파력감소계수를 고려한 장대케이슨 방파제의 신뢰성해석
이기남, 박우선, 김동현
J Korean Soc Coast Ocean Eng. 2017;29(2):121-127.   Published online April 30, 2017
doi: https://doi.org/10.9765/KSCOE.2017.29.2.121
                        
Editorial Office
Korean Society of Coastal and Ocean Engineers,
#1132, LG EClat, 71 Banpo-daero 14-gil, Seocho, Seoul, Korea
Tel: +82-2-3474-1934,   Fax: +82-2-3473-1934   E-mail : cocean@kscoe.or.kr
Copyright© Korean Society of Coastal and Ocean Engineers. All rights reserved.       powerd by M2community
About |  Browse Articles |  Current Issue |  For Authors and Reviewers