• Journal of Navigation and Port Research
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• v.29 no.6 s.102
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• pp.561-566
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• 2005

This study was carried out to amlyze and compare the stability of a 50ton container crane according to various wind load design codes. The wind load was evaluated according to 'The Specification of Port Facilities and Equipments / Specification for the design of crane structures (KS A 1627)' and 'Load Criteria of Building Structures' effected by the ministry of construction & transportation And the uplift forces qf a container crane under this wind load were estimated by amlyzing reaction forces at each supporting point and compared each other. From this study, we noticed that the design wind velocity criteria need to be defined specifically when the wind load is evaluated to design a container crane. And we verified the necessity of the estimation of the uplift forces at each supporting point to analyze a structural stability of a container crane and the maximum compressive force in order to consider the stability of the ground foundation of the berth.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2005.10a
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• pp.241-246
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• 2005

This study is carried out to analyze the stability of a container crane in according to the change of a wind direction and a machinery house location when a wind load of a wind velocity, 75m/s was applied on the state stowing a container crane by a heavy wind A design wind load applied to this study was calculated in observance of 'Load Criteria of Building Structure'. And we analyzed the reactions of each supporting points according to appling a wind direction to an interval of $15^{\circ}$ in $0^{\circ}\~180^{\circ}$ and the structure stability of a container crane according to changing a machinery house location occupying $15\%$ of a container crane weight. From a results of this study, we presented a design criteria of an overturning disturbance equipment, tie-down.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2015.07a
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• pp.169-170
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• 2015

최근 컨테이너 터미널에서는 환적화물의 증가로 터미널내의 이적작업이 증가함에 따라 효율적인 이적작업 계획을 수립하고자 노력하고 있다. 본 연구는 블록내에서 다수의 야드 크레인이 운영되고 있는 경우에 주어진 시간내에 각 크레인 별 최적 이적작업 계획을 수립하는 문제에 대한 혼합정수법을 이용한 최적 수리모형을 제시하였다. 또한 실제 터미널에서 빠른 시간 안에 이적작업계획을 수립할 수 있는 발견적 기법을 제시하고 다양한 수치예제 실험을 통하여 유용성을 검증하였다.

• Journal of Navigation and Port Research
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• v.29 no.5 s.101
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• pp.409-413
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• 2005

The existing control techniques for the operation of a container crane satisfy the terminal condition of controlled variables, but the outcome of input computation is inadequate for the operation of the crane due to heavy movement of inputs. In this study, a new control technique employing a nonlinear model of the crane is proposed to compute the inputs approximated with the 4th-order Chevyshev function. The control objective of sum of absolute deviations is minimized, and the optimization is conducted with the simplex algorithm. The inputs and outputs computed from the proposed technique were compared with the results of the previous study to show that they give more stable crane operation than the existing control technique.

• Proceedings of the Korean Operations and Management Science Society Conference
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• 2006.05a
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• pp.1178-1185
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• 2006

컨테이너 터미널에서의 생산성은 본선작업의 효율성과 밀접한 관련이 있다. 효율적인 본선작업을 위한 첫 번째 단계는 선석에서 컨테이너를 취급하는 장비인 안벽크레인(Quay Crane : QC)에 대하여 효율적인 작업일정계획을 수립하는 것이다. 일반적으로 안벽크레인의 작업일정계획은 선박내의 장치계획에 관한 정보와 장치장의 장치현황정보등 많은 정보를 활용해야 하며, 선박의 안정성과 크레인의 작업용이성 등 다양한 제약사항을 고려하여야 한다. 따라서 본 연구에서는 인공지능기법 중 최적에 가까운 해를 찾아주는 탐색기법인 GRASP(Greedy Randomized Adaptive Search Procedure)를 적용하여 실제 현장에서 적용 가능한 안벽크레인 작업일정계획기법을 제안하였다. 또한, 컨테이너 터미널의 실제 자료를 수집하여 제안된 메타휴리스틱 알고리즘의 성능을 분석하였다.

• Proceedings of the Korean Society of Precision Engineering Conference
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• 2004.05a
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• pp.105-105
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• 2004

최근 컨테이너 크레인이 대용량화되고 사용대수가 증가하게 됨으로써 여러 가지 사고 위험과 문제점이 함께 증가하게 되었다. 대표적으로 돌풍이나 태풍으로 인해 정지해 있던 크레인이 강한 풍하중을 받게 되면 레일 상에서 컨테이너 크레인이 밀리게 되는데, 한번 밀리기 시작하면 자체의 높은 관성력으로 인하여 이를 정지시키기가 매우 힘들게 되어 대형사고로 이어질 수 있다. 실례로 2an년 태풍 매미로 인하여 부산항 컨테이너 크레인이 바람에 밀려 붕괴되는 사고가 발생하기도 하였다.(중략)

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2009.06a
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• pp.179-180
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• 2009

자동화 컨테이너 터미널의 생산성을 향상시키기 위해서는 안벽크레인의 작업 지연 시간을 최소화하는 것이 중요하다. 안벽크레인의 작업 지연 시간은 이송 차량들이 효율적으로 주행하여 제 시간에 필요한 위치에 컨테이너를 운반함으로써 단축이 가능하다. 이송차량의 주행 경로는 사전에 결정된 레이아웃에서 최단 거리, 최단 시간 경로 등의 라우팅 방법을 통해 결정된다. 주행 경로 레이아웃은 안벽크레인의 작업이 진행됨에 따라 안벽 크레인의 위치, 작업 물량 및 병목지점이 변화하므로 동적으로 조정한 필요가 있다. 본 논문에서는 안벽 크레인의 위치 변화에 따라 주행 경로 레이아웃을 동적으로 최적화하는 방안을 제안한다. 제안방안의 효율성은 시뮬레이션 실험을 통해 검증하였다.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2007.12a
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• pp.335-336
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• 2007

This paper propose a heuristic method that divides the block into some work regions to operate stacking cranes efficiently in a automated container terminal where the blocks with non-crossing stacking cranes(SC) are laid out in perpendicular to the quay. Typically, fund over between SCS and trucks occur at each side if the blocks, and each if the landside and seaside SCS is responsible for the jobs that occur at its own side. When a container to be fetched is located far from fund over point, the SC should move a long distance and the interference between the two cranes am occur, which decreases the productivity of the SCS. Therefore, our method divides the block into two exclusive and one shared regions and let the containers located far from their fund over points to be transferred to the shared region by the other side crane before they are carried out. Although simple this method am reduce the crane movement and the interference between the two cranes. Simulation experiment shows that our proposed method significantly improves the productivity if the container terminal than previous heuristic that does not divide work regions.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2005.10a
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• pp.229-234
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• 2005

This study was carried out to analyze the effect of wind load on the stability of a 50ton container crane using wind tunnel test and provide a container crane designer with data which can be used in a wind resistance design of a container crane assuming that a wind load at 75m/s wind velocity is applied on a container crane. Data acquisition conditions for this experiment were established in accordance with the similarity. The scale of a container crane dimension, wind velocity and time were chosen as 1/200, 1/13.3 and 1/15. And this experiment was implemented in an Effect type atmospheric boundary-layer wind tunnel with $11.52m^2$ cross-section area. Each directional drag and overturning moment coefficients were investigated and uplift forces at each supporting point due to the wind load were analyzed.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2006.06b
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• pp.311-316
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• 2006

This study was carried out to analyze the effect of wind load on the structural stability of a container crane according to the change of the boom shape using wind tunnel test and provided a container crane designer with data which can be used in a wind resistance design of a container crane assuming that a wind load at 75m/s wind velocity is applied on a container crane. Data acquisition conditions for this experiment were established in accordance with the similarity. The scale of a container crane dimension, wind velocity and time were chosen as 1/200, 1/13.3 and 1/15. And this experiment was implemented in an Eiffel type atmospheric boundary-layer wind tunnel with $11.25m^2$ cross-section area. Each directional drag and overturning moment coefficients were investigated and uplift forces at each supporting point due to the wind load were analyzed.