• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 2009.10a
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• pp.25-28
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• 2009

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 2008.09b
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• pp.136-139
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• 2008

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 2008.09b
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• pp.192-195
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• 2008

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 2000.09a
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• pp.55-59
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• 2000

방파제는 태풍과 같은 자연재해에 대해 항 내의 시설물을 보호하고 평상시에는 항 내에서 선박의 정박 및 화물의 하역을 원활히 할 수 있도록 개발된 구조물이다. 그러나, 방파제는 항 내의 해수순환을 방해하는 부작용도 있어서 자정능력 이상의 오염원이 유입되었을 때에는 항만의 수질악화가 가속화된다. (중략)

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 1994.07a
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• pp.81-83
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• 1994

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.22 no.1
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• pp.10-17
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• 2010

The interaction of oblique incident waves with a porous dual semi-cylindrical structure is investigated under the assumption of linear potential theory. The porous dual semi-cylindrical structure consists of two concentric bottom-mounted cylindrical structures that are porous in front half and transparent in back half. By changing porosity, gap, and wave characteristics(wave frequencies, incidence angle), the wave blocking performance as well as the wave loads and the wave run-up are obtained. As a convenient measure of overall wave blocking performance, the root mean square(R.M.S.) of the wave elevation in a sheltered region is used. It is found that the porous semi-cylindrical structure may significantly reduce the wave response in a sheltered region and the wave forces decrease largely compared to the impermeable structure. The dual structure is more effective in reducing the wave response in a sheltered region than the mono type in the region of high frequencies.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.17 no.1
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• pp.41-46
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• 2005

The seismic response characteristics of a port structure were investigated by the earthquake analyses of the structure subjected to high-, low-frequency component, and Uljin earthquakes. In the Fluid-Structure-Soil Interaction(FSSI) analysis, the fluid is modeled by the 4-node quadrilateral element which is a modification of a structural plane element, and the port structure and foundation is modelled by the plane strain element. Since the present method directly models the fluid-structure-soil interaction system using finite element method, it can be easily applied to the dynamic analysis of a 2-D fluid-port-soil system with complex geometry. The results of the seismic coefficient. added mass, and FSSI methods are compared. The results showed that the earthquake with high frequency components more affects the seismic response of the structure than that of low frequency components.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2011.11a
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• pp.116-118
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• 2011

해안가에 건설되는 구조물 표면은 해풍에 의해 직접적인 영향을 받는다. 해풍에 섞여 날아오는 염분이 건축물 외부에 흡착하여 시간이 경과함에 따라 내부로 확산 이동하게 되어, 콘크리트 내부의 철근이 부식하게 된다. 따라서, 해안가 구조물의 비래염분에 대한 열화 예측을 보다 정확하게 조사하기 위해서는 실환경하에 작용하는 기상요인, 지형, 구조물의 형태 등 대상지역의 다양한 조건을 정밀하게 반영하여 정해야 할 필요가 있다. 풍향, 풍속, 온도, 습도등의 다양하게 변화하는 기상요인에서 각 요인에 따라 발생되는 비래염분량과의 상관성을 분석하기 위해서는 고정된 실험인자에 따른 지속적인 실험이 필요하다. 따라서 본 연구는 비래염분 포집기 개발 및 인공비래염분 발생장치(이하, 인공장치) 개발과 장치 성능의 정확성 향상을 위한 기초 실험 실시에 목표를 하였고, 또한 개발된 비래염분 포집기를 실 환경에 설치하여 각 실험인자에 따른 실환경에서의 비래염분 포집량을 분석하고자 한다.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.1 no.1
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• pp.87-92
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• 1989

In this study, the nonlinear dynamic model of the systems which include the offshore structure, the surrounding sea water in terms of the added mass, the foundation in terms of frequency independent springs, dashpots, and the floating ice feature with its hydrodynamic added mass, are proposed for the problem of the large ice floes impact. Dynamic Analysis is performed on two site conditions, sand site and silt site, and on two seasons, winter and summer, for various ice floe velocities. As a result of study, Ice floes from energy balenced method is lower than that from dynamic modeling on sand site, and higher than the on silt site.

• Water for future
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• v.20 no.1
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• pp.63-72
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• 1987

This study describes a procedure of movable bed model tests and discusses the similitude with a view to state of the art. The prediction of littoral transport in the vicinity of coastal structure of nuclear power #9, 10 has been attempted. From the result of the present movable model study, it was found that the offshore breakwater is more excellent than the groyne and the rip-current barrier for the prevention against in take siltations and for the stability of investigated coastal structure of nuclear power plant.