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2018 February 28
Reflection of Porous Wave Absorber Using Quasi-linear Numerical Model
In present study, we suggested the quasi-linear model that linearizes the quadratic drag representing the energy loss across the porous plate. The quasi-linear model was solved by Boundary Element Method (BEM) for development of the porous wave absorber suitable for 2-D wave tan...
2018 February 28
Behavior of a Moveable Barrier on Revetment for Mitigation of Disaster by Wave Overtopping
Recently, a port city has been gradually expanding near coastal area, and many facilities for tourism and waterfront have been constructed near the shore. When storm surge developed by typhoon have occurred, coastal facilities have a lot of damage and failure with loss of life c...
2018 February 28
Text Mining Analysis on the Research Field of the Coastal and Ocean Engineering Based on the SCOPUS Bibliographic Information
Numerous research papers have been accumulated due to the development and computerization of bibliometrics. This made it difficult to review all of the related papers published worldwide to conduct the study. However, due to the development of Natural language processing techniq...
2018 February 28
Performance Evaluation of an Axisymmetric Floating Wave Power Device with an Oscillating Water Column in the Vertical Cylinder
In order to evaluate the performance of the floating wave power, which is an axisymmetric oscillating water column type, linearized free surface boundary condition considering the influence of PTO (power takeoff) was derived and a finite element numerical model was established. ...
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pISSN : 1976-8192
eISSN : 2288-2227
Current Issue
Volume 30(1); February 2018
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“Most Read” Articles are updated quarterly. Below are J Korean Soc Coast Ocean Eng’s most frequently downloaded articles for the previous three months.
영산강 하구의 2011년 하계 홍수시 퇴적물이동 수치모의 ( 4,535 times )
J Korean Soc Coast Ocean Eng. 2013;25(2):76-93.   Published online April 30, 2013
doi: https://doi.org/10.9765/KSCOE.2013.25.2.76
                           Cited By 6
평형해빈단면이론을 이용한 해수면 상승에 따른 해안후퇴율 산정 ( 4,075 times )
J Korean Soc Coast Ocean Eng. 2014;26(4):197-206.   Published online August 31, 2014
doi: https://doi.org/10.9765/KSCOE.2014.26.4.197
                        
유한 단층 모델 및 순환 경계조건을 이용한 전지구 지진해일 예측 시스템 개발 ( 3,805 times )
이준환, 박은희, 박순천, 우승범
J Korean Soc Coast Ocean Eng. 2015;27(6):391-405.   Published online December 31, 2015
doi: https://doi.org/10.9765/KSCOE.2015.27.6.391
                           Cited By 1
해상 풍력발전체에 작용하는 풍하중과 파랑하중간의 비선형 상쇄간섭 해석 -수리모형실험을 중심으로 ( 3,744 times )
조용준, 양기석
J Korean Soc Coast Ocean Eng. 2015;27(5):281-294.   Published online October 31, 2015
doi: https://doi.org/10.9765/KSCOE.2015.27.5.281
                        
FLOW-3D를 이용한 해상 자켓구조물 주변의 세굴 수치모의 실험 ( 3,528 times )
고동휘, 정신택, 오남선
J Korean Soc Coast Ocean Eng. 2015;27(6):373-381.   Published online December 31, 2015
doi: https://doi.org/10.9765/KSCOE.2015.27.6.373
                           Cited By 2
역기압 효과를 반영한 동해 연안 수위 변동 수치 재현 ( 3,528 times )
현상권, 김성은, 진재율, 도종대
J Korean Soc Coast Ocean Eng. 2016;28(1):13-26.   Published online February 29, 2016
doi: https://doi.org/10.9765/KSCOE.2016.28.1.13
                        
SWASH 모형을 이용한 해운대 해수욕장의 해빈류 특성 ( 3,508 times )
강민호, 김진석, 박정규, 이종섭
J Korean Soc Coast Ocean Eng. 2015;27(6):382-390.   Published online December 31, 2015
doi: https://doi.org/10.9765/KSCOE.2015.27.6.382
                        
중간수심역 조건에서 직립식 구조물의 전달파고계수 산정에 관한 수리실험 ( 3,413 times )
김영택, 이종인
J Korean Soc Coast Ocean Eng. 2015;27(5):345-352.   Published online October 31, 2015
doi: https://doi.org/10.9765/KSCOE.2015.27.5.345
                           Cited By 1
직립 슬릿벽에 의한 에너지 손실효과 ( 3,386 times )
조일형
J Korean Soc Coast Ocean Eng. 2015;27(5):295-303.   Published online October 31, 2015
doi: https://doi.org/10.9765/KSCOE.2015.27.5.295
                        
크로스 케이블로 결속된 인터로킹 케이슨 방파제의 파력분산특성 ( 3,347 times )
서지혜, 이진학, 박우선, 원덕희
J Korean Soc Coast Ocean Eng. 2015;27(5):315-323.   Published online October 31, 2015
doi: https://doi.org/10.9765/KSCOE.2015.27.5.315
                        Supplementary         Cited By 3
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