• 제목/요약/키워드: Cable bridge

검색결과 748건 처리시간 0.027초

불확실 신뢰도 기법을 이용한 부식된 강구조물의 안전도분석 (A Safety Assessment using Imprecise Reliability for Corrosion-damaged Steel Structure)

  • 조효남;최현호;선종완
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2004년도 봄 학술발표회 논문집
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    • pp.267-274
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    • 2004
  • Since there is a large variation in measurements of the thickness of corroded elements, the thickness of corroded elements are considered as imprecise elements. There is also a considerable degree of uncertainty in a visual assessment of thickness loss. The remaining thickness of a severly corroded element may be represented by an imprecise which expresses the range over which there is uncertainty about the thickness. Therefore, the objective of this paper is to propose a new methodology to safety assessment using imprecise reliability into conventional safety assessment frameworks. For this purpose, this study presents a safety assessment model using Imprecise reliability for large civil structures and demonstrates the applicability of the approach to cable-stayed bridge projects.

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Dynamic behavior of footbridges strengthened by external cable systems

  • Raftoyiannis, Ioannis G.;Michaltsos, George T.
    • Structural Engineering and Mechanics
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    • 제66권5호
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    • pp.595-608
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    • 2018
  • This paper deals with the lateral - torsional motion of bridges provided with external cables acting as dampers under the action of horizontal dynamic loads or of walking human crowd loads. A three dimensional analysis is performed for the solution of the bridge models. The theoretical formulation is based on a continuum approach, which has been widely used in the literature to analyze bridges. The resulting equations of the uncoupled motion are solved using the Laplace Transformation, while the case of the coupled motion is solved through the use of the potential energy. Finally, characteristic examples are presented and useful results are obtained.

IPv6를 지원하는 블루투스 엑세스 포인트 구현 (Implementation of IPv6 Bluetooth Access Point)

  • 최현석;문춘경;김평수;김영근
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2004년도 학술대회 논문집 정보 및 제어부문
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    • pp.435-437
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    • 2004
  • In this paper, we aim to design and implement supporting IPv6 Bluetooth Access point(AP) in Linux. Bluetooth is a cable replacement technology designed for short range ad-hoc connections, which most likely change the way we handle and access information in the near future. In Personal Area Network(PAN) mobile devices need many IP address space, then we need next generation Internet Protocol(IPv6). We designed Bluetooth Access Point with Bluetooth stack and MAC bridge function in Linux. The implementation tested on Linux system based on Bluetooth Access Point with other Bluetooth devices.

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IGBT 인버터제어 TIG용접기 성능개선에 관한 연구 (A Study on the Performance-Improvement of TIG Welder with IGBT Inverter System.)

  • 이정호;김재문;김연충;원충연;김규식;김영렬
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 1997년도 하계학술대회 논문집 F
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    • pp.2155-2158
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    • 1997
  • This paper describes the performance improvement of dc TIG (Tungsten Inert Gas) welder. The TIG welder consists of single phase full bridge IGBT inverter which incorporates the high frequency transformer, the boost converter for improving the input power factor, and the arc start system. The arc will be generated without fail even when the extension cable between the torch and the power source is 100m long. In addition, the arc start system with a short dc output voltage will generate less EMI noise than the traditional arc start system with a high frequency output voltage. To demonstrate the practical significance of the proposed methods, some simulation studies are presented.

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3차원파동장에 있어서 대형연직케이슨에 작용하는 선형 및 비선형의 파압분포특성에 관한 연구 (Linear and Nonlinear Wave Pressure Distributions Acting on Vertical Caisson of Large Size in 3-Dimensional Wave Fields)

  • 김도삼;신동훈;이봉재
    • 한국해양공학회지
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    • 제15권3호
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    • pp.114-119
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    • 2001
  • Goda formula (Goda, 1973) has been used in the determination of wave pressures acting on a large size caisson such as the pier of the cable stayed bridge at sea. Goda formula, however, is to evaluate the wave pressures acting the infinite vertical caisson of composite breakwater so that it can`t be applied to a large caisson with finite width and length because of diffraction effects. In the present study, three dimensional nonlinear frequence domain method based on perturbation method and boundary integral method is applied to the computation of the linear and nonlinear wave pressures acting on the front of a large size caisson under the variation of its width and length, and angle of incident wave. The numerical results are compared to Goda\`s ones, and then the characteristics of wave pressure distributions acting on a large size caisson are discussed.

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분산분석을 이용한 스트랜드의 축강성 예측에 관한 연구 (A Study on the Axial Stiffness Prediction of Stand Using Analysis of Variance)

  • 박용대;양원호;허성필;성기득
    • 대한기계학회논문집A
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    • 제25권1호
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    • pp.127-134
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    • 2001
  • Wire ropes are widely used in cable car, suspension bridge and elevator, etc. and composed of single or multi-layer strands. It is difficult to find out the characteristics of a strand or wire rope because of complicated geometry and contact condition. In this study, the axial stiffness is evaluated using finite element method and reliable finite element analysis model is presented, taking into consideration the convergence on the length. The axial stiffness predictive equation of a strand is developed using analysis of variance, which can be applicable for characterizing the relationship between load and displacement when the strand configuration is determined.

현수교의 기하학적 비선형을 고려한 동적 밀 시공단계별 해석 (Geometrically Nonlinear Dynamic Analysis of Suspension Bridges Considering Construction Sequences)

  • 방명석
    • 한국안전학회지
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    • 제14권4호
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    • pp.148-157
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    • 1999
  • Dynamic structural behavior in long span bridges, especially cable structures, is very sophisticated due to their flexibility and structural members are sequentially erected in each construction step. In this study, the consistent mass matrix for dynamic analysis is formulated and computational program considering construction sequences is developed where structural members can be builded or removed by command language and automatically reanalyzed in the moment when structural system is changed. The dynamic analysis, i.e. eigenvalue and time series analysis and the geometrically nonlinear analysis considering construction sequence are conducted to the Namhae Bridge. The analytical results are satisfactory compared with measuring values and the developed computational program can successfully be applied to design and safety check.

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MOS-GTO를 이용한 고주파, 고전압 전력변환기 설계에 관한 연구 (A study on the PWM power converter with high frequency and high voltage using MOS-GTO)

  • 노진입;성세진
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 1992년도 하계학술대회 논문집 B
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    • pp.1009-1011
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    • 1992
  • This paper discribes a study on the bridge type power converter for laser high power generator with high frequency and high voltage using MOS-GTO. This converter effectively makes the best of the high frequency HV transformer and input-side equivalent parasitic capacitance of high voltage feeding cable in place of DC output smoothing filter. The cicuit configuration and performance are discussed and design criteria are given. The prototype rated of 10 KW, 100 KHz is implemented and experimental results are given.

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초고성능콘크리트 바닥판 판부재의 최소두께 (Minimum Thickness of the Plate Member for UHPC Deck)

  • 황훈희;유동민;박성용;김병석
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2009년도 춘계 학술대회 제21권1호
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    • pp.123-124
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    • 2009
  • 이 연구는 단부거더(Edge girder) 형식의 하이브리드 사장교 적용을 목적으로 하는 최적의 초고성능콘크리트(Uitra High Performance Concrete) 프리캐스트 바닥판 시스템 개발의 일부이다. 고성능 재료인 UHPC의 성능을 적극적으로 활용할 수 있는 고효율 구조형식으로서 교축방향으로 프리스트레스가 도입된 리브를 가지는 단면형식이 제안되었고, 최소요구단면 도출을 위한 설계개념을 정립하였다.

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스트랜드와 와이어 로프의 강성해석 및 최적화 (Stiffiness Analysis and Optimization of Strand and Wire Rope)

  • 허성필;양원호;성기득;조명래
    • 대한기계학회논문집A
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    • 제24권5호
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    • pp.1246-1253
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    • 2000
  • Wire ropes are widely used in cable car, suspension bridge and elevator, etc. and there has been a growing need for ropes of large diameter. The theoretical procedures to obtain the stiffness coefficients of wire ropes, using previously reported theory, are programmed and the verification of the program is made. The effects of lay angle on the stiffness of strand are researched and comparisons on stiffness of rope are made according to the lay type. Axial stiffness optimization problems with coupling and torsional stiffness constraints are formulated and the effects of constraints on other stiffness coefficients on axial stiffness optimization are investigated.