• 한국항만학회지
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• 제14권3호
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• pp.259-267
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• 2000

This study aims to analyse the coefficient used to estimate the quay capacity per year at the container terminal. The capacity of the container terminal is composed of the capacity at the quay side and the other working conditions at the back of the quay side. But when we refer the capacity of the container terminal, generally we used capacity as that of the container terminal. To estimate the quay capacity independently of the working conditions at the back of quay side, we calculate the quay capacity as th product of working hours per year, productivity of container crane and relate other coefficients, such that berth utilization, crane utilization and efficiency. So that coefficients are properly defined to reflect the other working conditions. If we calculate the quay capacity by the product of working hours modified by the berth utilization and crane productivity modified by the crane utilization and efficiency, the meaning of that coefficients must be strictly defined. So there could be no confusion to apply that coefficients to calculate the quay capacity. In this study, we exclusively define the meaning of the berth utilization, crane utilization and efficiency according to the internal-meaning of thats in the function to calculate the quay capacity. And compare each coefficients by decomposing the working hours at the terminal.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2005년도 춘계학술대회 논문집
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• pp.1626-1629
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• 2005

Recently many countries have concentrated their effort on the port automation, in order to be the Hub-port, that the Ultra Large Container Ship could come alongside the Quay, in their region. As the magnitude of the container ship increase, that of the Quay crane increases from 50ton-class to 61ton-class more and more. The wind speed criteria to design the structures used in the port was upgraded from 20m/s to 40m/s due to change of the weather condition. Our laboratory could have the ability to design the wedge type rail clamp for 50ton-class Quay crane in 30m/s wind speed. Accordingly we analyzed the load condition of the Quay crane about 40m/s wind speed upgraded from 20m/s and designed the wedge type rail clamp for 50ton and 61ton-class Quay crane.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.379-389
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• 2010

It is very important to determine a target probability of failure in reliability based design such as an allowable factor of safety in working stress design because they are indices to judge the stability of structures. We have carried out reliability analyses of nationwide gravity type quay walls and found that sliding and foundation failures of quay walls were dominant failure modes for every case of loads. And a target probability of failure for bearing capacity of foundation of quay wall was also determined in this study. Of several approaches which have been suggested until now, a couple of reasonable approaches were used. Firstly, in order to consider the safety margin of structures which have been executed so far, the reliability levels of existing structures were assessed. And then a mean probability of failure for the quay walls was estimated. In addition, life cycle cost(LCC) analyses for representative structures were performed. Probabilities of failure for several quay walls were calculated with changing the width of each quay wall section. LCC of quay wall which is requiring case by case during the service life was evaluated, and also the optimum probability of failure of quay wall which minimizes LCC was found. Finally, reasonable target probabilities of failure were suggested by comparing with mean probability of failure of existing structures.

• 한국항만경제학회지
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• 제21권1호
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• pp.59-72
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• 2005

There were many theoretical studies using mathematical models about a yard storage capacity in a container terminal so far, but a simulation approach is newly popularizing. The reason why the simulation studies about yard storage capacity were a few was that once the most important part in a container terminal was a quay part. However, from the economic crisis year of 1977, the yard storage part in a container terminal became a critical resource because of the shortage of SOC investment resources. Therefore, after discharging or loading even through there was a waiting in the quay part or not, it can be swiftly improved the efficiency of a container terminal if it was handled rapidly or smoothly in a container yard. So the accurate assessment of yard storage capacity in a container terminal was needed. This study planed to assess the operation capability of a container yard via a simulation model. The model included many chatacteristics of three Korean container terminals such as Gamman Hanjin, Uam, and Hutchinson Busan at the period of 1999 to 2000. The 95% percentile was chosen as a criterion for judging of the storage capability by the recommendation of KPC (1998) and JWD (1998). A simulation approach with system dynamics concept considering the multi-directional impacts within the related variables can probavly foresee the future storage capacity of a terminal not just the past.

• 한국시뮬레이션학회:학술대회논문집
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• 한국시뮬레이션학회 2001년도 춘계 학술대회 논문집
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• pp.43-48
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• 2001

본 연구에서는 컨테이너 터미널의 적정 안벽능력(Quay Capacity)을 분석하기 위한 시뮬레이션 모델을 구축하였다. 모델에서는 선박의 터미널 도착 특성, 선박별 양하량 및 적하량, 컨테이너 크레인(Container Crane, C/C) 생산성 및 투입대수 등을 입력변수로 입력하였으며, 시뮬레이션 결과로써는 안벽점유율, 선석 점유율, 대기시간 비율, 대기비율, Norm time 초과비율 등을 출력하였다. 이중 컨테이너 터미널의 평가지표로는 Norm time 초과비율, 대기비율 및 안벽점유율을 적용하였다. 컨테이너 터미널을 운영중인 터미널의 터미널 운영실적 자료를 이용하여 모델의 확인 및 검증을 실하였다. 모델은 Knowledge Base에 근거하여 수행되는 G2를 이용하여 구축하였다.

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2004년도 추계학술대회
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• pp.127-132
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• 2004

최근 초대형 선박이 운항을 개시하면서 6,000TEU급을 최대 수용선박으로 하여 건설된 기존 항만의 인프라 및 하역시스템 전반에 큰 변화가 올 수 밖에 없다. 그러나, 대부분 국내 컨테이너 터미널은 컨테이너 처리량에 비해 장치장 규모가 협소한 편이다. 이에 안벽장비를 추가 투입함으로써 안벽의 생산성 및 선석점유율, 선박의 대기율을 크게 향상 시킬 수 있고, 동시에 장치장 규모를 늘림으로써 비용을 낮출 수 있다. 본 연구에서는 장비를 추가 투입함으로써 향상되는 하역능력과 터미널 규모의 변화에 대해 장비비, 인건비, 건설비, 운영비 측면에서의 경제성을 기존 건설 방식과 비교${\cdot}$분석을 통해 보다 합리적인 터미널 건설 방향을 제시한다.

• 한국어병학회지
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• 제24권2호
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• pp.141-152
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• 2011

Growth, oxidative stress and antioxidant capacity of Fucus serratus exposed to high doses of Cd were examined. Two sites in Southwest England (Restronguet Point and Bantham Quay) were selected since they had different histories of metal contamination. 1~10 mg Cd $L^{-1}$ were treated to Aquil medium for up to 14 days. Similar levels of lipid peroxidation but different values of relative growth rates, cupric ion reducing antioxidant capacity (CUPRAC) and 2,2-diphenyl-1-picrylhydrazyl (DPPH) free radical scavenging capacity indicated that F. serratus has population-dependent antioxidant strategies. F. serratus demonstrated cadmium resistance with no visual symptoms for 14 days and the population from the polluted area seemed to have more powerful antioxidant strategies. However Fucus from the conserved area also showed protective anti oxidative mechanism.

• Journal of Advanced Research in Ocean Engineering
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• 제3권3호
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• pp.102-111
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• 2017

This study considered the effects on the seabed of a harbor and quay wall from ship maneuvers in relation to the thruster jet flow and initial velocity. This study also included the engine capacity, RPM, and diameter and pitch of a ship's thruster for a required speed. The impact of a scour hole on the environment of a quay wall was investigated. Based on these results, a risk based analysis was conducted to evaluate different strategies and their consequences. There has been an increase in the loads on the bottom of a harbor during ship maneuvering. This increase is caused by the propeller loads of mooring and unmooring vessels. This indicates a greater number of arrivals and departures of vessels with larger drafts, larger thruster diameters, and larger available thruster power capacities. Another important cause could be an increase in the maneuverability of vessels from the use of bow thrusters. The increasing loads, which cause a higher jet flow above the bottom, can lead to undesirable scour holes.

• 한국해안·해양공학회논문집
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• 제22권2호
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• pp.79-87
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• 2010

이 논문은 특수기초에 설치된 안벽의 외부 및 내부 안정성에 대한 신뢰성분석을 각각 다룬 2편의 연속 논문 중 첫 번째 논문이다. 이 논문에서는 심층혼합처리지반-안벽 시스템의 외부안정성에 대한 정량적 위험도를 평가할 수 있는 실용적인 신뢰성해석기법을 새로이 제안하였다. 제안된 기법은 다양한 설계변수들의 불확실성을 명확하게 고려할 수 있다. 외부안정성에 대한 위험도평가를 위해 개량지반-안벽의 활동, 전도 및 지지력 파괴모드에 대응하는 한계상태함수를 2차 확률변수 개념을 도입하여 명확히 정의하였다. 기본 확률변수와 2차 확률변수로 명확히 표현되는 세 한계상태함수에 대하여 대표적 신뢰성기법인 MVFOSM, FORM 및 MCS를 사용하여 파괴확률을 산정하였다. 해석결과로부터 3가지 방법은 일관된 파괴확률을 제공하고, 지진시 활동 파괴모드가 가장 위험한 파괴모드로 밝혀졌다. 또한 동적토압의 위상차를 고려한 신뢰성해석으로부터 위상차 파라메타의 평균과 분산이 파괴확률에 큰 영향을 미치는 것으로 판명되었다.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2003년도 춘계학술대회 논문집
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• pp.1622-1625
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• 2003

RMQC, rail mounted quay crane, lifts and moves large container by means of hoist and trolley motion on the dock. Our company is trying to develop advanced RMQC applying the concepts of elevator hoist and container conveyer for the automation and high efficiency in handling the boxes. Prior to the development of new products, it is necessary to check the capacity of conventional crane for reference. The program simulates container-handling rates and gives some design factors for the conventional cranes.