• Title/Summary/Keyword: marine bridge

Search Result 253, Processing Time 0.022 seconds

Establishment of Navigational Risk Assessment Model Combining Dynamic Ship Domain and Collision Judgement Model (선박동적영역과 충돌위험평가식을 결합한 항해위험성평가모델 전개)

  • Kim, Won-Ouk;Kim, Chang-Je
    • Journal of the Korean Society of Marine Environment & Safety
    • /
    • v.24 no.1
    • /
    • pp.36-42
    • /
    • 2018
  • This paper considers the Marine Traffic Risk Assessment for fixed and moving targets, which threaten officers during a voyage. The Collision Risk Assessment Formula was calculated based on a dynamic ship domain considering the length, speed and maneuvering capability of a vessel. In particular, the Navigation Risk Assessment Model that is used to quantitatively index the effect of a ship's size, speed, etc. has been reviewed and improved using a hybrid combination of a vessel's dynamic area and the Collision Risk Assessment Formula. Accordingly, a new type of Marine Traffic Risk Assessment Model has been suggested giving consideration to the Speed Length Ratio, which was not sufficiently reflected in the existing Risk Assessment Model. The larger the Speed Length Ratio (dimensionless speed), the higher the CJ value. That is, the CJ value is presented well by the Speed Length Ratio. When the Speed Length Ratio is large, states ranging from [Caution], [Warning], [Dangerous] or [Very Dangerous] are presented from a greater distance than when the Speed Length Ratio is small. The results of this study, can be used for route and port development, including dangerous route avoidance, optimum route planning, breakwater width, bridge span, etc. as well as the development of costal navigation safety charts. This research is also applicable for the selection of optimum ship routing and the prevention of collisions for smart ships such as autonomous vessels.

Texture Mapping of a Bridge Deck Using UAV Images (무인항공영상을 이용한 교량 상판의 텍스처 매핑)

  • Nguyen, Truong Linh;Han, Dongyeob
    • Journal of Digital Contents Society
    • /
    • v.18 no.6
    • /
    • pp.1041-1047
    • /
    • 2017
  • There are many methods for surveying the status of a road, and the use of unmanned aerial vehicle (UAV) photo is one such method. When the UAV images are too large to be processed and suspected to be redundant, a texture extraction technique is used to transform the data into a reduced set of feature representations. This is an important task in 3D simulation using UAV images because a huge amount of data can be inputted. This paper presents a texture extraction method from UAV images to obtain high-resolution images of bridges. The proposed method is in three steps: firstly, we use the 3D bridge model from the V-World database; secondly, textures are extracted from oriented UAV images; and finally, the extracted textures from each image are blended. The result of our study can be used to update V-World textures to a high-resolution image.

Experimentally Evaluating Fatigue Behavior of Corroded Steels Exposed in Atmospheric Environments (대기환경하에서 장기간 사용된 부식강재의 실험적 피로거동평가)

  • Mun, Jae Min;Jeong, Young Soo;Jeon, Je Hyeong;Ahn, Jin Hee;Kim, In Tae
    • Journal of Korean Society of Steel Construction
    • /
    • v.29 no.3
    • /
    • pp.193-204
    • /
    • 2017
  • Fatigue strength of temporary steels and painted structural steels corroded under outdoor atmospheric environments is not clear. In this study, fatigue tests were carried out on steel plates which were cut off from 7-year-old temporary structural member under subway construction environment and from 75-year-old Yeongdo bridge member under marine atmospheric environment. After removing corrosion production on the steel surface, 3-dimensional surface geometry of the corroded steel was measured at intervals of $1.0{\times}1.0mm$, and corrosion characteristics such as minimum, maximum and mean values of residual thicknesses were calculated. From the fatigue test and FEM analysis results, the relationship between corrosion characteristics and fatigue behavior was presented, and change in fatigue strength of the unpainted and painted steels corroded in outdoor environments was also presented.

Risk Assessment of Submerged Floating Tunnels based on Fuzzy AHP (퍼지 AHP를 이용한 수중터널의 재해위험도 분석)

  • Han, Sang-Hun
    • Journal of the Korea Academia-Industrial cooperation Society
    • /
    • v.13 no.7
    • /
    • pp.3244-3251
    • /
    • 2012
  • In the construction and operation of large marine structure, hazard risk analysis is one of important factors. Therefore, this paper investigates the hazard risk indexes and evaluates the risk level in the construction and operation of SFT on the basis of expert survey and Fuzzy analytic hierarchy process. Hazard risk is divided into natural hazard risk (earthquake, typhoon, tsunami, and ice collision) and human factor hazard risk (fire, explosion, traffic accident, ship or submarine collision). Also, the influence of hazard risk indexes on SFT was evaluated in tunnel tube, supporting system, ventilation tower, foundation, and connection part. As the hazard risk level of SFT is compared with those of bridge, underwater tunnel, and immersed tunnel, the intrinsic risk level of SFT was evaluated. Tsunami and earthquake had higher risk level in natural hazard risk, and the risk levels of fire and explosion were higher in human factor hazard risk. Hazard risk level of SFT was 1.4 times higher than immersed tunnel, and 3.2 times higher than bridge.

Field Study on Wireless Remote Sensing for Stability Monitoring of Large Circular Steel Pipe for Marine Bridge Foundation (해상 교량기초용 대형 원형강관 가설공법의 무선 원격 안정성 모니터링을 위한 현장실험)

  • Park, Min-Chul;Lee, Jong-Sub;Yu, Jung-Doung
    • Journal of the Korean Geotechnical Society
    • /
    • v.36 no.11
    • /
    • pp.71-81
    • /
    • 2020
  • The large circular steel pipe for a marine bridge foundation has been developed as a construction method capable of performing the role of the working platform and cofferdam. The objective of this study is to demonstrate the wireless remote sensing system for monitoring the stability of the large circular steel pipe during construction and operation through field tests. The artificial seabed ground with an water level of 4 m is constructed for field tests. The large circular steel pipe with a diameter of 5 m and height of 9.5 m is installed into the ground by suction, and the embedded depth is 5 m. The inclinometer and strain gauges are installed on different surfaces of the upper module, and the tilt angle and stress are monitored throughout the entire construction process. As results, tilt angles are measured to be constant during the suction penetration. However, the tilt angle is larger in the x-axis direction. In addition, even when installed on different surfaces, the tilt angle in the same axial direction is measured to be almost the same. The stresses measured by strain gauges increase during suction penetration and decrease during pull-out. Based on measured stresses, it is found that the eccentricity is acting on the large circular steel pipe. This study shows that a wireless remote sensing system built with an inclinometer and strain gauge can be a useful tool for the stability monitoring of the large circular steel pipe.

Performance Evaluation of Long Span Bridge Columns Strengthened with High-Performance Glass Fiber (고성능 유리섬유로 보강된 해상장대교량 교각의 보강성능평가)

  • Chang, Chun-Ho;Jang, Kwang-Seok;Lee, Jae-Uk
    • Journal of the Korean Society of Marine Environment & Safety
    • /
    • v.16 no.1
    • /
    • pp.125-133
    • /
    • 2010
  • Researches and studies which have been conducted so far on external confinement of long span concrete columns have mainly concentrated on concentric loading. But, long span bridge concrete columns over the sea are mainly subjected to concentrated axial load, and at the same time lange amount of moment by eccentric load. This paper experimentally investigates the performance of externally confined high-strength concrete columns subjected to loading mechanism and evaluates the effectiveness of two confinement materials carbon fibre and high performance glass fibre. Twelve short columns with the same dimensions were cast and tested Six columns were reinforced with hoop bars, the remaining six columns were reinforced with spiral bars and wrapped with three layers of carbon failure and high performance glass FRP sheets. Test variables considered were the shape of internal reinforcement and strengthening materials according to loading location. The experimental results showed that eccentric load could obviously lower down the maximum failure load of FRP-confined concrete columns, compared with the columns under concentric load. And compared with the carbon FRP-confined reinforced concrete columns, high performance glass FRP-confined columns displayed a higher load capacity and ductility, when tested both concentrically and eccentrically.

Local Citizenry Consciousness Survey of 『Campaign for Shaping Mokpo into Beautiful Seaport』 1. Urban Environment and Citizenry Cultural Consciousness (미항목포가꾸기에 관한 지역시민의식 조사 1. 도시환경과 문화의식)

  • Kim Kwang Soo
    • Journal of the Korean Society for Marine Environment & Energy
    • /
    • v.7 no.2
    • /
    • pp.89-97
    • /
    • 2004
  • Recently, Namak New Town is under construction adjacent to Mokpo City, and New Great Harbour Bridge between Mokpo City and Koha Island is designed to be built across Inner Harbour of Mokpo. Citizens' concerns about and participations in 「Campaign for Shaping Mokpo into Beautiful Seaport」 are required to make up the sight of Mokpo harbour beautifully. The of 「Master Plan for the Development of Beautiful Mokpo Seaport」 was reviewed. Citizens' levels of consciousness of and participation in 「Campaign for Shaping Mokpo into Beautiful Seaport」 were ascertained through questionnaire surveys of citizenry opinions, and prerequisites and requirements for the success of 「Master Plan for the Development of Beautiful Mokpo Seaport」 were suggested on the basis of the results of questionnaire surveys. As most of citizens are not satisfied with the existing urban environment in Mokpo City, the urban environment and the view of Mokpo are required to be made up according to the natural, social and environmental characteristics of Mokpo and its adjacent Islands in coastal waters. In order to cultivate citizens' basic cultural consciousness and sense of public kindness, cleanliness and orderliness, various educational programs are required to be developed and executed. Only when local government of Mokpo City collects the public opinions and continues to shape Mokpo into international beautiful seaport in the direction of a reflex of public opinion, Mokpo harbour can be made up into international beautiful seaport successfully with citizens' positive participation in citizenry practicable action plan.

  • PDF

Structural Analysis of the Governing Variables Affecting the Structural Strength Evaluation of the Lashing Bridges in Container Vessels (컨테이너선 라싱 브릿지 구조 강도 평가에 영향을 미치는 주요 변수의 구조해석)

  • Myung-Su Yi;Joo-Shin Park
    • Journal of the Korean Society of Marine Environment & Safety
    • /
    • v.29 no.2
    • /
    • pp.230-237
    • /
    • 2023
  • Due to the COVID-19 pandemic and climate change, shortages of essential commodities and resources continue to occur globally. To address this problem, trade volume demand suddenly increased, driving up the freight rate of container ships sharply. The size of container vessels progressively increased from 1,500 TEU (twenty-foot equivalent unit) in the 1960s to 24,400 TEU in 2021. As the improvement of container loading capacity is closely related to the enlargement of the lashing bridge structure, it is necessary to design a structure effective for good container securing and safe under the various external loads that occur during voyage. Major classification societies have recently issued structural-analysis-based guidelines to evaluate the structural safety of lashing bridges, but their acceptance criteria and evaluation methods are different, causing confusion among engineers during design. In this study, the strength change characteristics are summarized by variations in the main variables (modeling range, opening consideration, mesh size) likely to affect the results. Based on this result, the authors propose a reasonable structural-analysis-based evaluation that is expected to serve as a reference in the next revision of classification standards.

A Study on Comparison and Analysis of Motion Sickness Inquiry with MSI Calculation for Training Ship Kaya (실습선 가야호의 멀미도 조사와 MSI 계산의 비교 분석에 관한 연구)

  • Han, Seung-Jae;Ha, Young-Rok;Kim, In-Chul
    • Journal of the Korean Society of Marine Environment & Safety
    • /
    • v.20 no.4
    • /
    • pp.412-418
    • /
    • 2014
  • In this paper, for better boarding performance and pleasant boarding sensitivity of the ship, comparison and analysis was performed of motion sickness questionnaire with MSI(Motion Sickness Incidence) calculation based on ship motion theory(Strip Method) due to sea condition, incident angle in main sail way, economic speed, and calculation position of the training ship Kaya of Pukyong National University. On theses works, the rougher sea conditions became, the higher total motion sickness rate was occurred. The weights of vertical acceleration and the rates of MSI were higher at the bridge and the accommodation, which were located farther from the center of gravity of the ship. And effects of the vertical acceleration of the ship were increased in rolling then in head sea. In comparison between motion sickness questionnaire with MSI calculation, when the vertical acceleration increased, the motion sickness rate increased. The location to increase vertical acceleration and the location to cause motion sickness were agreed.

A Design of Communication Network Architecture for E-Navigation Services (E-Navigation 서비스 제공을 위한 통신망 아키텍처의 설계)

  • Jeong, Jung-Sik;Kim, Sun-Young
    • Journal of Navigation and Port Research
    • /
    • v.32 no.1
    • /
    • pp.37-45
    • /
    • 2008
  • The research on an E-Navigation(E-Nav) strategy development has recently carried out by the IMO sub-committee on safety of navigation(NAV). The design of communication system architecture is a key factor in the E-Nav strategy development and it may drive the direction of a national R&D project on future navigational and marine communication systems. This study aims at designing a standard model of E-Nav communication network architecture, which enhances navigational safety and provides additional benefits in marine transportation. To achieve this purpose, authors have suggested E-Nav services, which are divided into five categories, i.e., safety and security, maritime meteorology, distress, business, and infotainment, by analyzing the related user requirements. As results, this paper proposes the E-Nav communication network architecture that consists of the navigation and communication equipments.