• International Journal of Ocean Engineering and Technology Speciallssue:Selected Papers
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• 제6권1호
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• pp.7-14
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• 2003

The interaction of monochromatic incident waves with a submerged horizontal porous membrane is investigated in the context of two-dimensional linear hydro-elastic theory. It is assumed that the membrane is made of material with very fine pores so that the normal velocity of the fluid passing through the porous membrane is linearly proportional to the pressure difference between two sides of the membrane (e.g. Darcy's law). Using the Eigen-function expansion method, the wave-blocking performance of a submerged horizontal porous membrane is tested with various membrane tensions, porosities, lengths, and submerged depths. It is found that an optimal combination of design parameters exists for given water depth and wave characteristics.

• 한국해안해양공학회:학술대회논문집
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• 한국해안해양공학회 1997년도 정기학술강연회 발표논문 초록집 Annual Meeting of Korean Society of Coastal and Ocean Engineers
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• pp.135-138
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• 1997

The interaction of oblique monochromatic incident waves with a horizontal flexible membrane is investigated in the context of two-dimensional linear hydro-elastic theory. First, analytic diffraction and radiation solutions for a submerged impermeable horizontal membrane are obtained. Second, the theoretical prediction was compared with a series of experiments conducted in a two-dimensional wave tank at Texas A&M University. The measured reflection and transmission coefficients reasonably follow the trend of predicted values. Using the developed computer program, the performance of surface-mounted or submerged horizontal membrane wave barriers is tested with various system parameters and wave characteristics. It is found that the properly designed horizontal flexible membrane can be an effective wave barrier and its efficiency can be further improved using a porous material.

• 한국공간구조학회논문집
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• 제22권1호
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• pp.67-73
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• 2022

Middle size of membrane retractable roof is under 25m span which consists of various moving systems. Sliding carriage is the system that leads the membrane to parking place, transferring the load from the membrane to structural cable. When membrane moves roof, thus, structural behavior of sliding carriage, which may contain various shapes with friction coefficients, should be investigated by vertical load as well as horizontal load. Nummerical simulation of sliding carriage prototypes, in this research, were performed by incrementation of vertical load and horizontal load as well. Consequently, this paper evaluated proper shapes of inner holder of Sliding carriage and evaluated the effective contact area of inner hold.

• 한국해양공학회지
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• 제19권2호
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• pp.1-11
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• 2005

In the present paper, the hydrodynamic properties of a Rahmen type flexible porous breakwater with dual fixed pontoon system interacting with obliquely or normally incident small amplitude waves are numerically investigated. This system is composed of dual vertical porous membranes hinged at the side edges of dual fixed pontoons, and a submerged horizontal membrane that both ends are hinged at the steel frames mounted pontoons. The dual vertical membranes are extended downward and hinged at bottom steal frame fixed into seabed. The wave blocking and dissipation mechanism and its effects of permeability, Rahmen type membrane and pontoon geometry, pretensions on membranes, relative dimensionless wave number, and incident wave headings are thoroughly examined.

• International Journal of Ocean Engineering and Technology Speciallssue:Selected Papers
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• 제5권1호
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• pp.14-21
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• 2002

In the present paper, the hydrodynamic properties of a Rahmen-type, flexible, porous breakwater interacting with obliquely or normal- incident small amplitude waves are numerically investigated. This system is composed of dual vertical porous membranes, hinged at the side edges of a submerged horizontal membrane. The dual vertical membranes are extended downward and hinged at seabed. The effects of permeability, Rahmen-type membrane breakwater geometry, pre-tensions on membranes, relative dimensionless wave number, and incident wave headings are thoroughly examined.

• 한국해안해양공학회지
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• 제9권4호
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• pp.182-193
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• 1997

본 연구에서는 유연성이 있는 막구조 방파제가 파도중 수평으로 놓여 있을 때 유연막에 의한 파랑제어 효과를 살펴보았다. 파도와 유연막의 상호작용을 고려하기 위하여 선형 유탄성 이론을 사용하였다. 계산예로 유연막의 형태, 잠긴깊이 그리고 유연막에 걸리는 초기 장력을 변화시키면서 반사율과 투과율 그리고 유연막의 변형을 살펴보았다. 또한 Texas A&M 대학의 2차원 수조에서 모형실험을 수행하여 해석해와 수치해를 비교하였다. 실험결과는 계산결과를 정성적으로 잘 따라가고 있음을 확인하였다. 개발된 설계 프로그램을 이용하여 설치 해역의 파랑 특성에 적합한 최적의 유연막 방파제를 설계. 제작할 수 있으리라 사료된다

• 한국해양환경ㆍ에너지학회지
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• 제1권2호
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• pp.27-39
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• 1998

본 연구에서는 수면 밑 일정한 깊이에 잠긴 유연한 천이 파도중 수평으로 놓여 있을 때 유연막과 파도의 상호작용 문제를 살펴보았다. 파도와 유연막의 상호작용을 고려하기 위하여 선형 유탄성 이론을 사용하였다. 계산 예로 유연막의 형태, 잠긴 깊이 그리고 유연막에 걸리는 초기 장력을 변화시키면서 반사율과 투과율 그리고 유연막의 변형을 살펴보았다. 또한 Texas A&M 대학의 2차원 수조에서 모형실험을 수행하여 실험결과와 해석해를 비교하였다. 실험결과와 해석결과는 정성적으로 잘 일치하고 있음을 확인하였다. 개발된 설계 프로그램을 이용하여 설치 해역의 파랑 특성에 적합한 최적의 유연막 방파제를 설계, 제작할 수 있으리라 사료된다.

• 한국해안해양공학회지
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• 제16권2호
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• pp.83-91
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• 2004

수면 위에 고정된 수평막에 의한 파랑제어성능을 선형포텐셜이론을 사용하여 해석하였다. 고유함수 전개법을 적용하기 위하여 유체영역을 수평막이 없는 영역과 있는 영역으로 나누고 두 영역이 만나는 경계면에서 각 영역의 해를 정합 시켜 완전한 해를 구하였다. 본 해석방법은 Cho and Kim(1998)과 같이 경계치문제를 회절과 방사문제로 나누어 풀지 않고 산란문제를 직접 풀어 동일한 해를 구하는 해석방법이다. 개발된 해석모델을 검증하기 위하여 2차원 조파수조(36m${\times}$0.91m${\times}$1.22m)에서 모형실험을 수행하였다. 해석결과와 모형실험결과는 정성적으로 잘 일치하고 있음을 확인하였다. 수평막의 길이와 초기장력 그리고 입사파의 주파수를 바꿔가면서 반사율과 투과율을 살펴보았다.

• 한국해양공학회지
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• 제16권5호
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• pp.7-14
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• 2002

in the present paper, the hydrodynamics properties of a Rahmen type flexible porous breakwater interacting with obliquely or normally incident small amplitude waves are numerically investigated. This system is composed of dual vertical porous membranes hinged at th side edges of a submerged horizontal membrane. The dual vertical membranes are extended downward and hinged at seabed. The effects of permeability, Rahmen type membrane breakwater geometry pre-tensions on membranes, relative dimensionless wave number, and incident Wave headings are thoroughly examined.

• 한국해양공학회지
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• 제25권2호
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• pp.62-66
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• 2011

In this paper, a liquid-filled long membrane container resting on a horizontal foundation is considered. All of the quantities are normalized to obtain similarity solutions. A system of nonlinear ordinary differential equations with undetermined boundary conditions is solved analytically. The integration of the curvature gives the solutions, which are expressed in terms of the elliptic integrals. A method for finding the shape and characteristic values is proposed for a given cross-sectional volume. The validity of these solutions is confirmed, and some results are shown for characteristic values and shapes.