• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 2009.10a
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• pp.216-219
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• 2009

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 2009.10a
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• pp.73-76
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• 2009

• 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.15 no.1
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• pp.59-65
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• 2003

The changes of beach profile with a natural longshore bar and beach profile with a fixed artificial bar are studied, respectively, using a numerical model. The quasi three dimensional wave-current-sediment transport model is applied with an addition of boundary condition for sediment transport on the artificial structure under water. The study shows that the natural bar adapts itself to the change of coastal physical environment by adjusting its location but the fixed artificial bar causes the formation of a second natural bar seaward of the fixed bar and scouring at the rear of the fixed bar. This study can be applied to work on the change of beach profile with submerged breakwaters.

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 1995.10a
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• pp.57-60
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• 1995

연안에서 파랑은 심해에서는 해수면 근방에서 운동량이 크며 따라서 구조물에 작용하는 힘도 해수면 근방에서 크다. 반면 천해역에서는 해저면에서의 운동량도 상당하며, 이러한 해저면에서의 파랑에 관련된 수입자의 운동은 해저 퇴적물의 이동에 직접 영향을 미친다. 해저면에서의 비활 조건(no-slip condition)에 의하여 파랑 경계층내의 해수의 거동은 복잡하다. 이러한 해저면 경계층의 거동을 파악하기 의한 접근 방법은 크게 둘로 나눌 수 있다. (중략)

• Proceedings of the Korea Concrete Institute Conference
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• 2009.05a
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• pp.417-418
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• 2009

As iron corrosion by means of penetration of chlorides resulted in a serious deterioration of seaside and landfill concrete construction, it is urgently necessary for seaside construction to acquire watertightness and resistance for chloride-attack. Hence in this study, Si/Al liquor type hybrid-inorganic salt which was very effective compound for improving resistance for chloride-attack applied to mortar and then evaluated resistance for chloride-attack with curing(7, 14, 28, 56 days).

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.34 no.6
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• pp.275-289
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• 2022

New businesses such as marine leisure and floating construction have recently flourished on the coast. As a result, consideration is given to a floating structure appropriate for marine environments. In this study, we applied a damping plate to increase the stability of a hybrid floating structure that was expanded by vertical and horizontal stacking of mobile unit modules. In the numerical analysis using ANSYS AQWA, the behavioral characteristics of the floating structure were analyzed according to the length change of the damping plate. However, the wave forces acting on a floating structure are excessively calculated by the resonance of fluid surrounded by the structure in the numerical analysis using potential flow. Therefore, we used the damping zone option of the ANSYS AQWA in the frequency domain analysis.

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 2003.08a
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• pp.87-97
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• 2003

외해로부터 내습하는 파랑을 차단하므로서 해안의 세굴, 침식 등을 방지하고 항내의 정온을 유지하고 항만시설물을 보호하기 위하여 축조되는 방파제, 호안 등의 구조물 형식에는 경사제, 직립제, 혼성제 등 여러 가지가 있다 이 중 경사제는 표면을 파력에 충분히 대항할 수 있는 크기의 사석이나 콘크리트 블록을 쌓아 파랑을 경사면에서 쇄파시켜 에너지를 소멸시킴으로서 소파기능을 발휘한다. (중략)

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.10 no.4
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• pp.187-196
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• 1998

Morphological changes around the groin system in the beach are examined using a numerical model. The model consists of two parts : the hydrodynamic model which calculates the transformation of waves and currents, and the sediment transport model which determines sediment transport rates and bottom topographic changes. The numerical model is applied to single-groin and three-groin systems on a typical plane beach. The changes to the beach system due to waves and currents during 150-day simulation near the groins are calculated using sediment transport rate patterns in the domain. The sand by-passing rate patterns around groins are also evaluated.

• 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.