• 한국항해항만학회지
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• 제39권5호
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• pp.385-391
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• 2015

In offshore, various external forces such as wind force, tidal current and impulsive breaking wave force act on offshore wind tower. Among these forces, impulsive breaking wave force is especially more powerful than other forces. Therefore, various studies on impulsive breaking wave forces have been carried out, but the soil reaction are incomplete. In this study, the p-y curve is used to calculate the soil reaction acting on the offshore wind tower when an impulsive breaking wave force occurs by typhoon. The calculation of offshore wind tower against impulsive breaking wave force is applied for the multi-layered soil. The results obtained in this study show that although the same wave height is applied, the soil reaction generated by impulsive breaking wave force is greater than the soil reaction generated by wave force.

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2014년도 춘계학술대회
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• pp.253-254
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• 2014

In offshore, various external forces such as wind force, wave force and impulsive breaking wave force act on offshore structures. Many researches about this forces are published. Kim and Cao(2008) published researche on wave force of vertical cylinder. Kim and Go(2013) performed research on the subgrade reaction by external forces. Among this forces, impulsive breaking force is more massive than other forces, especially. Therefore, the studies about impulsive breaking wave forces have been carried out. Chun and Shim(1999) analyzed dynamic behavior of cylindrical pile subjected to impulsive breaking wave force. In this study, when the impulsive breaking wave force acts on the offshore wind turbine, the subgrade reaction acting on the mono-pile of the offshore wind turbine is calculated by p-y curve. The calculation is carried out to the multi-layered.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2004년도 학술대회지
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• pp.96-101
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• 2004

When the wind blows hard, most waves are breaking in sea. Breaking waves occur, exceeding limitation of wave steepness(wave height/wave length=l/7). Because a wave of single angular frequency couldn't generate the breaking phenomena at two dimensional ocean engineering basin, the breaking wave can be generated by the superposition of waves with various angular frequencies. We research how are the particle kinematics in the breaking wave and the magnitude of the breaking wave exciting force. We compare the force in a regular wave which has same specifications(wave height, period and length) as the breaking wave. Also the experimental results of wave exciting force and particle velocity are investigated by comparison on the analytic results using the potential theory.

• 한국해양공학회지
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• 제10권1호
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• pp.75-80
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• 1996

The importance of the impact force on the vertical offshore circular structure member in the surf zone due to the breaking wave has been recognized recently. In this paper characteristics of breaking wave forces and the corresponding estimation procedures for them are investigated. For the characterization of the wave forces, three parts, drag force, inertia force, impact force are categorized and identified, respectively. Among them the impact force is maimly studied and the concise form of the force is proposed with the application scheme for the design of offshore circular structure member. The resulting form porposed here for impact force is well coincided with former research results by other people. Except the impact force, so called Morison equation can be employed for the common offshore structure design. The drag force and inertia force are represented as convertionally for the profile except the breaking part. In the numerical example, for thpical sea condition and the member size, the proposed procedures for the breaking wave forces calculation are demonstrated. It is found that the impact force is the most deminant one comparing with inertia and drag forces in the surf zone.

• 한국해양공학회지
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• 제16권6호
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• pp.7-17
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• 2002

Recently, artificial rocks, instead of buoys, have been placed on the submerged breakwater to indicate its location. The accurate estimation of wave forces on these rocks is deemed necessary for their stability design. Characteristics of the wave force, however, are expected . to be very complicated because of the occurrence of breaking or post-breaking waves. In this regard, wave forces exerted on an artificial rock have been investigated in this paper. The maximum wave force has been found to strongly dependent on the location and shape of the artificial rock that is placed on the submerged breakwater. The plunging breaker occurs near the loading cram edge of a submerged breakwater, which cause impulsive breaking wave force on the rock. Using the Morison equation, with the velocity and acceleration at the front face of the artificial rock and varying water surface level, it is possible to estimate wave forces, even impulsive breaking wave forces, that are acting on the rock installed on a submerged breakwater. The vertical wave force is also found to depend, significantly, on the buoyant force.

• International Journal of Naval Architecture and Ocean Engineering
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• 제12권1호
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• pp.667-679
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• 2020

As the LNG carrier operates in ice covered waters, it is key to ensure the overall safety, which is related to the coupling effect of ice-breaking process and internal liquid sloshing. This paper focuses on the sloshing simulation of the ice-breaking LNG carrier, and the numerical method is proposed using Circumferential Crack Method (CCM) and Volume of Vluid (VOF) with two main key factors (velocity νx and force Fx). The ship motion analysis is carried out by CCM when the ship navigates in the ice-covered waters with a constant propulsion power. The velocity νx is gained, which is the initial excitation condition for the calculation of internal sloshing force Fx. Then, the ship motion is modified based on iterative computations under the union action of ice-breaking force and liquid sloshing load. The sloshing simulation under the LNG tank is studied with the modified ship motion. Moreover, an ice-breaking LNG ship with three-leaf type tank is used for case study. The internal LNG sloshing is simulated with three different liquid heights, including free surface shape and sloshing pressure distribution at a given moment, pressure curves at monitoring points on the bulkhead. This present method is effective to solve the sloshing simulation during ice-breaking process, which could be a good reference for the design of the polar ice-breaking LNG carrier.

• 한국해양공학회지
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• 제21권1호
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• pp.18-24
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• 2007

When the wind blows strong, most waves are breaking at sea. Breaking waves occur by exceeding the limitation of wave steepness (wave height/wave length = 1/7). Because a wave of single angular frequency couldn't generate the breaking phenomena at a two-dimensional ocean engineering basin, the breaking wave can be generated by the superposition of waves with various angular frequencies based on dispersion relation. This study investigates the particle kinematics in the breaking wave and the magnitude of the breaking wave exciting force at the breaking point and breaking region. We compare the regular wave load in a regular wave, which has same specifications (wave height, period and length), with the breaking waveload. Also, the experimental results of wave exciting force and particle velocity are investigated, by comparison with the analytic results using the potential theory.

• 한국철도학회:학술대회논문집
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• 한국철도학회 1998년도 창립기념 춘계학술대회 논문집
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• pp.556-563
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• 1998

Railway bridges have a significant effect on the stress and displacement of continuous welded rail(CWR). Longitudinal compression force at high temperature, combined breaking or acceleration forces can introduce track buckling. On the other hand, longitudinal tensile forces, associated with low temperatures, in combination with breaking forces may break rail. Therefore, it is very important to work out thorough counter measures for those problems, specially in high speed rail which high safety is required. The exact evaluation of longitudinal force of rail has the key to the solution. The main aim of the present paper is to examine whether the longitudinal force of CWR's on Kyung-Bu-HSR satisfy the criteria to be fulfilled in the design of railway bridge. The analyses are carried out by using "CWRAP" program which was developed by our research group. The ballast resistance and breaking force effects on the longitudinal force of CWR are investigated.

• 한국식품영양과학회지
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• 제32권7호
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• pp.1032-1038
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• 2003

전갱이 육으로 제조한 알칼리 수리미의 가열 겔 강도 증강을 위한 최적 전분 및 비근육 단백질의 선정과 이들 성분의 최적 첨가량을 설정하기 위해 2수준 fractional factorial과 mixture design을 실시하였으며, 반응 값은 punch test에 의한 물성과 색차계로 색을 측정하였다. 감자, 옥수수 및 밀전분은 파괴 강도 값을 감소시키지만 변형 값에는 유의적인 영향을 미치지 않는 것으로 나타났다. 소혈청 단백질은 파괴강도 값을 크게 증가시킨 반면 분말 난백 단백질은 다소 효과가 인정되었고 유장단백질과 대두 농축 단백질은 효과가 없었다. 그리고 소 혈청 단백질은 변형값을 다소 증가시킨 반면 분말 난백 단백질을 크게 감소시켰다. 감자와 옥수수 전분과 비근육 단백질은 백색도를 다소 개선하였다. 파괴강도 110g 이상, 변형 값 4.2 mm이상, 백색도 22.5 이상을 보이는 수리미, 옥수수전분 및 소혈청의 최적 혼합 비율은 각각 89.5∼90.0%, 4.6∼6.0%, 4.3∼5.4%의 범위였다. 전분과 비근육 단백질을 첨가하여 제조한 전갱이 알칼리 수리미의 가열 겔이 수세 수리미 겔에 비하여 균일한 단백질 분포를 보이고 있었다.

• 한국식품영양과학회지
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• 제32권7호
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• pp.1026-1031
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• 2003

냉동 백조기로 제조한 알칼리 수리미의 가열 겔 강도 증강을 위한 최적 전분 및 비근육 단백질의 선정과 이들 성분의 최적 첨가량을 설정하기 위해 2수준 fractional factorial과 mixture design을 실시하였으며, 반응 값은 punch test에 의한 물성과 색차계로 색을 측정하였다. 전분은 종류에 관계없이 파괴강도와 변형 값을 감소시켰다. 파괴강도 값은 전분의 농도 증가와 더불어 감소하였고, 변형 값은 유의적인 차이를 보이지 않았다. 비근육 단백질 중 소혈청 단백질이 겔의 파괴강도와 변형 값을 가장 크게 증가시켰으며, 첨가 농도가 증가함에 따라 파괴 강도와 변형 값은 증가하였다. 백색도는 전분과 근육 단백질의 함량이 증가함에 따라 다소 상승하는 것으로 나타났다. 파괴강도 100g 이상, 변형 값 4.6mm이상, 백색도 25.5 이상을 보이는 수리미, 감자전분, 소혈청의 최적 혼합 비율은 각각 89.4∼90.0%, 4.5∼5.2%, 5.3∼5.8%의 범위였다. 전분과 비근육 단백질을 첨가하여 제조한 가열 겔이 단백질의 균일한 분포와 치밀한 망상 구조 형태를 보이고 있었으며 이 같은 구조가 높은 물성 값에 기여하는 것으로 판단하였다.