• Title/Summary/Keyword: lifting method

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Routing of ALVs under Uncertainty in Automated Container Terminals (컨테이너 터미널의 불확실한 환경 하에서의 ALV 주행 계획 수립방안)

  • Kim, Jeongmin;Lee, Donggyun;Ryu, Kwang Ryel
    • Journal of Navigation and Port Research
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    • v.38 no.5
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    • pp.493-501
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    • 2014
  • An automated lifting vehicle(ALV) used in an automated container terminal is a type of unmanned vehicle that can self-lift a container as well as self-transport it to a destination. To operate a fleet of ALVs efficiently, one needs to be able to determine a minimum-time route to a given destination whenever an ALV is to start its transport job. To find a route free from any collision or deadlock, the occupation time of the ALV on each segment of the route should be carefully scheduled to avoid any such hazard. However, it is not easy because not only the travel times of ALVs are uncertain due to traffic condition but also the operation times of cranes en route are not predicted precisely. In this paper, we propose a routing method based on an ant colony optimization algorithm that takes into account these uncertainties. The result of simulation experiment shows that the proposed method can effectively find good routes under uncertainty.

A Study on Fast Stereo Matching Algorithm using Belief Propagation in Multi-resolution Domain (다해상도 영역에서 신뢰확산 알고리즘을 사용한 고속의 스테레오 정합 알고리즘에 관한 연구)

  • Jang, SunBong;Jee, Innho
    • The Journal of the Institute of Internet, Broadcasting and Communication
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    • v.8 no.4
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    • pp.67-73
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    • 2008
  • In the Markov network which models disparity map with the Markov Random Field(MRF), the belief propagation algorithm is operated by message passing between nodes corresponding to each pixels. Belief propagation algorithm required much iteration for accurate result. In this paper, we propose the stereo matching algorithm using belief propagation in multi-resolution domain. Multi-resolution method based on wavelet or lifting can reduce the search area, therefore this algorithm can generate disparity map with fast speed.

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A PSYCHOPHYSICAL STUDY ON WEIGHT SENSITIVITY BY THE FOOT AND HAND

  • Nah, Ken
    • Proceedings of the Korean Society for Emotion and Sensibility Conference
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    • 2001.11a
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    • pp.76-80
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    • 2001
  • The weight of shoes may serve as a determining factor of perceived comfort and feel to the consumer in their purchase and repurchase decisions of footwear. People, however, seem to have trouble in accurately judging the feeling of weight of shoes on their feet. This paper made a psychophysical study of subjects′ sensitivity to weight on their feet and in their hands. The experiment consisted of 3 tests according to the motions people make when they evaluate the feel of shoes: 1) vertical lifting of a shoe on the foot ("hefting" in on the foot) 2) swing the shod foot back and forth; 3) holding and lifting a shoe by hand ("hefting" it in the hand). The method of constant stimuli and magnitude estimation were used for the experiment with 20 subjects. Weber′s ratios and the power law exponents obtained for each of the three tests were 0.156 and 0.713, 0.108 and 0.970, and 0.065 and 1.249, respectively in the same order of the previously listed tests.

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A Case Study for the Concrete Caisson Crack Failure Using Finite Element Analysis (유한요소 해석을 통한 케이슨 균열발생의 원인규명 사례연구)

  • 박용걸
    • Computational Structural Engineering
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    • v.7 no.4
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    • pp.119-126
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    • 1994
  • One of the most serious promblems in the concrete structures is cracking failure due to the several complicated reasons. These cracks are not only serious structural problems, but also lower the durability and deteriorate the structural shape, which cause the reinforcement rust in the open air and sea water. An analytical study was undertaken to investigate the cracking problems in the one of concrete caissons using Finite Element Method. This caisson is modelled with plate elements and truss elements for the walls and lifting cables respectively and analyzed in the every construction stages, such as lifting, moving, sinking, filling, towing, setting, and proposed reasonable construction methods for the concrete caisson structures.

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The Design, Fabrication, and Characteristic Experiment of Electromagnet to Control Element Drive Mechanism in System-Integrated Modular Advanced Reactor (일체형원자로 제어봉구동장치에 장착되는 전자석의 설계 및 특성해석)

  • 허형;김종인;김건중
    • The Transactions of the Korean Institute of Electrical Engineers A
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    • v.52 no.4
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    • pp.147-147
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    • 2003
  • This paper describes the finite element analysis(FEA) for the design of electromagnet for Control Element Drive Mechanism(CEDM) in System-integrated Modular Advanced Reactor(SMART) and compared with the lifting power characteristics of prototype electromagnet. A thermal analysis was performed for the electromagnet. A model for the thermal analysis of the electromagnet was developed and theoretical bases for the model were established. It is important that the temperature of the electromagnet windings be maintained within the allowable limit of the insulation. since the electromagnet of CEDM is always supplied with current during the reactor operation. So the thermal analysis of the winding insulation which is composed of polyimide and air were performed by finite element method. As a result, it is shown that the characteristics of prototype electromagnet have a good agreement with the results of FEA. The thermal properties obtained here will be used as input for the optimization analysis of the electromagnet.

The Sampled-Data $H{\infty}$ Problem: Applying the Discretization Method via a Closed-Loop Expression of Worst-Case Disturbance (샘플치 $H{\infty}$ 문제: 최악의 외란의 폐경로 표현을 통한 이산화 기법 적용)

  • 조도현;박진홍
    • Journal of the Korea Computer Industry Society
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    • v.2 no.7
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    • pp.967-974
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    • 2001
  • This paper aims at deriving an equivalent finite dimensional discrete-time system for $H{\infty}$ type problem for sampled-data control systems. A widely used approach is based on the lifting technique, but it needs somewhat complicate computation. Instead, this paper derives an equivalent finite-dimensional discrete-time system directly from a description of the sampled-data system which is achieved via a closed-loop expression of the worst-case intersample disturbance.

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The Erection Method of Starter Segment for Cable Stayed Bridge using Asymmetric System and Cable (케이블과 비대칭 구조를 이용한 사장교 주두부 시공 방법)

  • Cho, Seo-Kyung;Yoon, Tae-Seob;Jeong, Seung-Wook;Lee, Jea-Chan;Eo, Jun
    • Proceedings of the Korea Concrete Institute Conference
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    • 2002.05a
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    • pp.1031-1038
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    • 2002
  • In this paper the erection method of the Seohae Bridge starter is presented. The erection method of starter for cable stayed bridge was changed from conventional bracket supported erection to heavy lifting supported directly by stays. There was the need to reduce the erection time drastically. The cost saving was obtained as a bonus.

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A Study on the Deformation Characteristics of a Slipper Bearing for High Pressure Piston Pump (고압 피스톤 펌프용 슬리퍼 베어링의 변형 특성에 관한 연구)

  • Koh, Sung-Wi;Kim, Byung-Tak
    • Journal of Ocean Engineering and Technology
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    • v.23 no.5
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    • pp.39-44
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    • 2009
  • The hydrostatic slipper bearing is generally used in high pressure axial piston pumps to support the load generated from two surfaces which are sliding relatively at low speed. The object of the bearing is to remove the possibility of direct contact by maintenance of an adequate oil film thickness between two metal surfaces. Because the bearing performance is influenced by the bearing deformation, it is highly dependent on the injection pressure, the bearing surface profile and so on. In this study, the deformation characteristics of a hydrostatic slipper bearing is investigated according to the injection pressure by the finite element analysis. In the analysis, the special boundary condition to take the fluid-structure interaction (FSI) into account is used on the interactive surface. The results, such as bearing deformation, stress and lifting force, obtained from the fully coupled analysis are compared with those from the single step sequential method.

Structural Behavior of RC Beam Strengthened with External Tendons Using Lifting Hole Anchorage System (인양홀을 이용한 외부 강선 보강 철근 콘크리트 보의 거동 특성)

  • Lee, Seok-Hoon;Hong, Sung-Nam;Han, Kyoung-Bong;Park, Sun-Kyu
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.12 no.4
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    • pp.98-106
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    • 2008
  • The strengthening in terms of efficiency, easy, economics is very popular method when it is applied to a damaged structures. The purpose of this study develops anchorage system that supports enough strengthening effect without any damage. In addition it is checked whether the method can be conveniently applied to structures. To verify strengthening effect a flexural experiments were performed. Four concrete beams were constructed and tested. Deflections, strains and modes of failure were recorded to examine strengthen of beams. Comparing crack load of each experimental data, yielding load, ultimate load, ductility index, and tendon stress were analyzed.

Study on the Application of Decentralized Control Method for Simplified Model of Deep Seabed Mining System (심해저 채광시스템의 단순 모델에 대한 분산 제어 기법 적용성 연구)

  • YEU TAE-KYEONG;HONG SUP;KIM HYUNG-Woo;CHOI JONG-SU
    • Proceedings of the Korea Committee for Ocean Resources and Engineering Conference
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    • 2004.11a
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    • pp.73-78
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    • 2004
  • The deep seabed mining system is generally composed of surface vessel, lifting system, buffer, flexible pipe and miner. The milling system is regarded as a large-scale system in which each subsystem is interconnected to other one. In order to control a large-scale system, a decentralized control approaches have been proposed recently. In this paper, as a basic study on application of decentralized control, firstly, the mining system is simplified modeled, where the lifting system and buffer is regarded as a spherical pendulum and tile flexible pipe is as a two-dimension linear spring. Based on the derived model, the system characteristics and the feasibility of decentralized control are analyzed.

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