• Title/Summary/Keyword: 계류

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법제코너 / Q/A

  • Jo, So-Yeon
    • Digital Contents
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    • no.7 s.86
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    • pp.88-95
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    • 2000
  • 1999년 1월 19일 정보수집물 침해 방지법안(HR354)이 미 의회에 상정되어 입법 절차를 밟고 있다. 이 법안은 데이터베이스의 정보를 대량으로 무단 이용하는 행위를 방지하도록 하는 것을 주요 목적으로 하고 있고, 제 105회기에서 계류되었던 정보수집물 침해방지법안(HR2652)을 손질, 보강한 것이다.

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Fluid-Structural Analysis of Circumference Pressurization type Butterfly Valve according to Pressurization Distance (무어링 윈치 브레이크의 형상 변경에 따른 제동력과 강도 해석)

  • Sin, Jae-Myung;Han, Dong-Seop;Han, Geun-Jo
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2010.04a
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    • pp.407-409
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    • 2010
  • The brake system is very important part of the machine operating system of machine. If the machine does not stop during operation, accidents and facility damage, loss of life can cause. This ship is also in the same. In this study, After we had to change the original shape for the braking force improvement of the Mooring winch brake system, we analyzed the braking force and structural stress analysis of the changed Mooring Winch.

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Motion Analysis of Two Point Moored Oil Tanker (2점 계류된 선박에 대한 운동 해석)

  • Lee, Ho-Young;Lim, Choon-Gyu
    • Proceedings of the Korea Committee for Ocean Resources and Engineering Conference
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    • 2003.10a
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    • pp.232-236
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    • 2003
  • The anchor is laid on seabed and the main engine is worked to against incident environmental loads in typoon. As the main engine is broken down in the storm, the anchor chain is cutted and the vessel is drifted. Although a ship is moored by two point mooring lines to keep the her position, a ship is crashed into a rock because of typoon and the accident of oil spilling may be occured. In this paper, we studied the position-keeping of a ship which is analyized based on the slow motion maneuvering equations considering wave, current and wind. The direct integration method is employed to estimate wave loads. The current forces are calculated by using mathematical of MMG. The two point mooring forces are quasisatatically evaluated by using the catenary equation. The coefficeints of wind forces are modeled from Isherwood’s emperical data and the variation of wind speed is estimated by wind spectrum. The nonlinear motions of a two point moored ship are simulated considering wave, current, wind load in time domain.

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Investigation on the influence of wave forces on the moored ship beside Quay (선박 안벽 계류에 있어서의 파력 영향 고찰)

  • Lee, Jin-Ho;Kim, Byung-Woo;Kim, Mung-Sung;Ha, Mun-Keun
    • Proceedings of the Korea Committee for Ocean Resources and Engineering Conference
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    • 2003.10a
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    • pp.237-242
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    • 2003
  • The influence of wave forces on the moored ship beside quay was investigated based on in-house ship mooring analysis and ship motion program in this paper. The wind and current are the general environmental factors for the mooring analysis beside quay in the mild weather. However, the weather is becoming rough, the wave phenomenon should be included in the mooring analysis. In this paper, as preliminary stages, each moored rope tension was evaluated based on wind and current environmental condition. The results were compared with those from MOSES, commercial program. In addition to this, wave forces of the ship were calculated in order to solve moored ship motion of equation. We will leave to solve this motion equation as future work.

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Effects of the Flexibility on the Structural Responses of a Tension Leg Platform (인장계류식 해양구조물의 구조응답에 미치는 굽힘강성의 영향)

  • Lee, Chang-Ho;Lee, Soo-Lyong
    • Journal of Ocean Engineering and Technology
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    • v.21 no.4
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    • pp.38-44
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    • 2007
  • The structural response characteristics of Tension leg platforms(TLPs) in waves are examined for presenting the basic data for structural design of TLPs. The numerical approach is based on a combination of the three dimensional source distribution method and the structural response analysis method, in which the superstructure of TLP is assumed to be flexible instead of rigid. Hydrodynamic and hydrostatic forces on the submerged surface of a TLP have been accurately calculated by excluding the assumption of the slender body theory. The hydrodynamic interactions among TLP members, such as columns and pontoons, and the structural damping are included in structural analysis. The mooring forces are estimated as the sum of pretension of tendons and variational tension due to longitudinal displacements. Stiffness matrices of elastic beam elements connecting nodes are formulated by ordinary method of three dimensional frame analysis. The equation of motion about the whole structure is obtained by the sum of forces and moments acting on each nodes.

Evaluation of Behaviors on Mooring Line Embedded in Sand Using Centrifuge Test (원심모형실험을 이용한 모래지반에 관입된 계류선 거동 평가)

  • Lee, Hoon Yong;Kim, Surin;Kim, Jaehyun;Kim, Dong-Soo;Choo, Yun Wook;Kwo, Osoon
    • Journal of Ocean Engineering and Technology
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    • v.28 no.1
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    • pp.47-54
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    • 2014
  • When an anchor penetrates and is installed under a seabed, a portion of the mooring line connected to the anchor is also embedded under the seabed. This embedded mooring line affects the capacity of the anchor in two ways. First, the frictional resistance that occurs between the mooring line and the seabed reduces the pulling force acting on the anchor. Second, the embedded part of the mooring line forms a reverse catenary shape due to the bearing resistance of the soil, so that an inclined pulling force is applied to the anchor. To evaluate the mooring line's effect on the capacity of an anchor in sand, centrifuge model tests were performed using two relative sand densities of 76% and 51% while changing the anchor depths. The test results showed that the load is reduced much more in deep and dense sand, and the inclination angle of the load is lower in shallow and loose sand.

A Case of Enuresis and Renal Failure by Tethered Cord Syndrome with Sacral Lipoma (계류 척수 증후군에 의한 야뇨증과 신부전 1례)

  • Lee Sang Hee;Lee Yoon Kyung;Kim Dong Un;Kim Young Hoon;Kim So Young;Han Seung-Hoon
    • Childhood Kidney Diseases
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    • v.6 no.1
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    • pp.109-113
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    • 2002
  • The tethered cord syndrome is characterized by sensory and motor disturbances of the lower extremities and incontinence. We report a 12-year-old boy with sacral lipoma and a tethered cord syndrome, whose chief complaint is enuresis. This complication of tethered cord syndrome was most likely due to a renal failure and hydronephrosis secondary to a neurogenic bladder. Thus, the spinal lesions have to be considered in patients with enuresis.(J Korean Soc Pediatr Nephrol 2002 ;6 : 109-13)

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Experimental Study on a Dolphin-Fender Mooring System for Pontoon-Type Structure (초대형 부유식 구조물의 돌핀-펜더계류시스템에 관한 실험연구)

  • Kim, Jin-Ha;Cho, Seok-Kyu;Hong, Sa-Young;Kim, Young-Shik
    • Journal of the Society of Naval Architects of Korea
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    • v.42 no.1 s.139
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    • pp.43-49
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    • 2005
  • in this paper a dolphin-fender moored pontoon-type floating structure in shallow water depth is studied focusing on mooring force. The pontoon-type floating structure is 500m long, 300m wide. The structure has partially non-uniform drafts of 2.0m and 3.0m. The employed mooring system is a guyed frame type dolphin-fender system. The 1/125 scale model fender system is made of rubber tube to have hi-linear load deflection characteristics. A series of model tests has been conducted focusing on motion and fender force responses in regular and irregular waves at KRISO's ocean engineering basin Non-linear numerical simulation of fender reaction force has been carried out and the results are compared with those of model tests. The simulated rigid body motion and mooring forces also have been compared with the test results.

A Study on the Development and Strength Evaluation of the Mooring Fittings with Big Capacity (선박용 대형 계류장비의 개발과 강도 평가)

  • Kim, Young-sig;Kim, Ul-nyeon;Kim, Mi-hee;Kim, Kyoung-youn
    • Special Issue of the Society of Naval Architects of Korea
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    • 2017.10a
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    • pp.1-7
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    • 2017
  • It has been developed large mooring fittings having the capacity of 160 tons and 180 tons installed on 170K LNG FSRU. The finite element analysis for the mooring fittings was carried out in order to check the structural integrity and to confirm satisfaction of the rule requirements. The 3 kinds of mooring fittings such as chock, bollard and universal fairlead are selected for FE analysis and load test. According to the FE analysis results, all the stress levels satisfied the acceptance criteria guided by the IACS UR A2, ISO standard, ship rules and OCIMF. As test results under design load, no structural defects were found.

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