• Title/Summary/Keyword: Pyeongtaek bridge

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A Study on Traffic Safety Assessment at Pyeongtack Port by Ship handling Simulator (선박조종시뮬레이터를 이용한 평택항 통항 안전성 평가)

  • Kim, Se-Won;Gug, Seung-Gi;Kim, Won-Ouk;Park, Yeong-Su;Jo, Keoung-Min
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • v.29 no.1
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    • pp.85-93
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    • 2005
  • In order to effective transportation of goods & smooth traffic in west sea area, it is a plan to build Pyeongtaek bridge. Basically ship-handling operators have a mental difficulty and hazardous for navigation under bridge which is constructed across on the fairway. Therefore this study aims to propose the traffic safety assessment of navigation under the bridge by using full mission ship-handling simulator and also investigate the bridge design regulations of certain countries on the fairway.

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Governance-Based Measures to Solve the Conflicts in Pyeongtaek-Dangjin Port (평택당진항의 갈등 원인과 거버넌스 접근을 통한 해결방안)

  • Lee, Dong-Hyon
    • Journal of Korea Port Economic Association
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    • v.29 no.3
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    • pp.135-158
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    • 2013
  • There have been many conflicts in Pyeongtaek-Dangjin Port among central government, metropolitan council, and cities over the jurisdiction of reclaimed port area, an international passenger terminal construction and a bridge between the port and Dangjin area. This study found out two causes for the conflicts in terms of governance. First, the current governance structure of Pyeongtaek-Dangjin port has high levels of conflict and disputes among stakeholder. Second, there is no leading agency which is responsible for the future development of the port. It is very important to decrease the possibility of conflict and to establish leading agency. Measures to decrease the likelihood of conflict include establishment of conflict resolution mechanism, the clarification of the facts and applicable law, mutual exchanges between stakeholder. Measures to establish a leading agency include the introduction of a single governance, establishment of Pyeongtaek-Dangjin Port Authority, central-local combined governance, and empowering PA to do all port management.

Vibrational Characteristics on the Cables in Cable Stayed Bridge (사장교 케이블의 진동거동 특성)

  • Sung, Ikhyun
    • Journal of the Society of Disaster Information
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    • v.13 no.2
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    • pp.249-257
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    • 2017
  • Recently, a cable disconnection accident occurred due to a lightning strike at the Seohae Bridge located in Dangjin-Pyeongtaek City. This is a natural occurrence, but it is a recall that it is very important to review the safety issues due to the disconnection of cable bridges. In other words, the role of cables in cable bridges has a profound effect on the safety of the structure, and it has become necessary to grasp the effect on the entire structural system. The cable bridge is an economic bridge that builds the main tower and supports the bottom plate by cable. The influence of the cable is the main member, which is a big influence on the safety of the whole bridge system. In the cable-stayed bridge, the cables exhibit nonlinear behavior because of the change in sag, due to the dead weight of the cable, which occurs with changing tension in the cable resulting from the movement of the end points of the cable as the bridge is loaded. Modal analysis is conducted using the deformed dead-load tangent stiffness matrix. A new concept was presented by using divided a cable into several elements in order to study the effect of the cable vibration (both in-plane and swinging) on the overall bridge dynamics. The result of this study demonstrates the importance of cable vibration on the overall bridge dynamics.

A Study on the estimation of traffic congestion for Pyeongtaek·Dangjin port development (평택·당진항의 내항개발에 따른 교통혼잡도 평가에 관한 연구)

  • Gug Seung-Gi;Kim Se-Won;Kim Jung-Hoon
    • Journal of Navigation and Port Research
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    • v.29 no.6 s.102
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    • pp.481-485
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    • 2005
  • The port entry system of the inner harbor in Pyeongtaek${\cdot}$Dangjin was planned as lock-gate in 'Master plan project on port planning in Asan industry base(1990)‘, but was changed to tidal harbor in 'Project maintaining Master plan for comprehensive development of Pyeongtaek${\cdot}$Dangjin port(2001)'. Accordingly, southern sea bank constructed under the lower part of Seohae-bridge will be removed so that inbound/outbound vessels for the inner harbor can navigate at all times. However, in the view of the safety on passing through the lower of Seohae-bridge, navigating conditions for the inner harbor will be restricted in the single-way of 50,000 DWT vessel and the two-way of vessel less than 30,000 DWT Therefore, this study carried out the estimation of traffic congestion arising from these vessels with above restrictions q[ter supposing annual inbound/outbound vessel's numbers for loading and unloading cargo surveyed on the inner harbor.

A Study on the estimation of traffic congestion for Pyeongtaek (Asan) port development (평택(아산)항 개발에 따른 교통혼잡도 평가에 관한 연구)

  • Kuk, Seung-Gi;Kim, Se-Won;Kim, Jeong-Hoon
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • v.29 no.1
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    • pp.191-195
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    • 2005
  • The port entry system of the inner harbor in Pyeongtaek (Asan) was planned as lock-gate in 'Master plan project on port planning in Asan industry base(1990)', but was changed to tidal harbor in 'Project maintaining Master Plan for comprehensive development of Pyeongtaek (Asan) port(2001)'. Accordingly, southern sea bank constructed under the lower part of Seohae-bridge will be removed so that inbound/outbound vessels for the inner harbor can navigate at all times. However, in the view of the safety on passing through the lower of Seohae-bridge, navigating conditions for the inner harbor will be restricted in the single-way of 50,000 DWT vessel and the two-day of vessel less than 30,000 DWT. Therefore, this study carried out the estimation of traffic congestion arising from these vessels with above restrictions after supposing annual inbound/outboubd vessel's numbers for loading and unloading cargo surveyed on the inner harbor.

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The Analysis of User Cost according to Timing of National Highway Pavement Maintenance-Focusing on the Maesang Bidge Section in Korea

  • Kim, Yunsik;Lee, Minjae
    • International conference on construction engineering and project management
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    • 2015.10a
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    • pp.606-607
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    • 2015
  • The traffic volume on the road shows various trends reflecting regional characteristics for monthly and hourly, and economic loss affecting users varies according to the selected period for the maintenance of road pavements. Therefore, in this study, the user cost (or delay cost) for monthly and hourly on the work zone near the Maesang Bridge Section on Poseung-Gu, Pyeongtaek-si, Gyeonggi-do was calculated using the time series models and VISSIM, and based on the result, the effect of user cost reduction according to the selection of best maintenance period was examined. The analysis result showed that the month of the lowest user cost occurred due to the maintenance of target section was January (10,293,258 KRW/Day×1km) and the month of the greatest user cost occurred was November (13,337,495 KRW/Day×1km).

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