• 제목/요약/키워드: Long cable

검색결과 497건 처리시간 0.025초

Aerodynamic Flutter Control for Typical Girder Sections of Long-Span Cable-Supported Bridges

  • Yang, Yongxin;Ge, Yaojun
    • Wind and Structures
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    • 제12권3호
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    • pp.205-217
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    • 2009
  • Aerodynamic flutter control for long-span cable-supported bridges was investigated based on three basic girder sections, i.e. streamlined box girder section, box girder section with cantilevered slabs and two-isolated-girder section. Totally four kinds of aerodynamic flutter control measures (adding fairings, central-slotting, adding central stabilizers and adjusting the position of inspection rail) were included in this research. Their flutter control effects on different basic girder sections were evaluated by sectional model or aeroelastic model wind tunnel tests. It is found that all basic girder sections can get aerodynamically more stabled with appropriate aerodynamic flutter control measures, while the control effects are influenced by the details of control measures and girder section configurations. The control effects of the combinations of these four kinds of aerodynamic flutter control measures, such as central-slotting plus central-stabilizer, were also investigated through sectional model wind tunnel tests, summarized and compared to the flutter control effect of single measure respectively.

345kV 미금${\sim}$성동변전소간 장거리 지중송전선로 준공 (The first installation of 345kV long-length transmission line between Mikyum and Sungdong substation in Korea)

  • 김영;성정규;고창성;한기종
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 1997년도 하계학술대회 논문집 E
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    • pp.1731-1733
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    • 1997
  • The first 150lkV underground transmission line of Korea was installed between Danginri and Yongsan substation in 1974. Since then, the underground transmission lines of about 720 circuit-km had been installed up to 1995. As the national economy has been enlarged and the population of city has been rapidly increased, the demand of an electric power has been very increased. Therefore the first 345kV long-length transmission line of Korea was installed between Mikyum and Sungdong substation on Jan., 1997. This paper describes the design of the 345kV oil-filled cable and its accessories, the design of the system, the methods of installation, field tests, and the future trends of the underground transmission line in Korea.

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A study of wind effect on damping and frequency of a long span cable-stayed bridge from rational function approximation of self-excited forces

  • Mishra, Shambhu Sharan;Kumar, Krishen;Krishna, Prem
    • Wind and Structures
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    • 제10권3호
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    • pp.215-232
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    • 2007
  • This paper presents an aeroelastic analysis procedure to highlight the influence of wind velocity on the structural damping and frequency of a long span cable-stayed bridge. Frequency dependent self-excited forces in terms of flutter derivatives are expressed as continuous functions using rational function approximation technique. The aeroelastically modified structural equation of motion is expressed in terms of frequency independent modal state-space parameters. The modal logarithmic dampings and frequencies corresponding to a particular wind speed are then determined from the eigen solution of the state matrix.

장대 아치교 행어 파단에 의한 동적 해석 (Dynamic Analysis of Long-span Arch Bridge by Fracturing Hangers)

  • 임성순;공민식;유이슬
    • 한국구조물진단유지관리공학회 논문집
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    • 제14권2호
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    • pp.113-120
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    • 2010
  • 장대 아치교 설계 시 시공단계와 완성단계에서 발생할 수 있는 문제에 대하여 검토하고 있으나 케이블 손상에 대한 구조안전성 평가는 매우 미흡한 실정이다. 따라서 본 연구는 공용 중 충돌사고로 인한 행어 파단 시 교량의 구조안전성을 분석하는 것을 연구 목적으로 한다. 이를 위하여 행어 파단에 따른 하중을 충격함수로 이상화하여 동적 해석을 수행하였다. 행어가 파단 되었을 경우 각 행어의 최대 장력은 파단된 행어와 인접한 행어에서 발생한 것으로 나타났으며 정적 하중보다 동적 하중에서 크게 나타났다. 그러므로 장대 아치교의 구조안전성을 확보하기 위해 행어 파단에 따른 충격하중을 동적 하중으로 고려한 해석이 필요하다. 또한 본 연구의 해석 방법 및 결과는 이후 아치교 설계 시 참고자료로 활용될 수 있다.

장경간 보도교의 내풍안정성에 관한 연구 (A Study on the Aerodynamic Stability of Long Span Pedestrian Bridges)

  • 이승호;정회갑;권순덕
    • 대한토목학회논문집
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    • 제39권2호
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    • pp.287-296
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    • 2019
  • 최근 지자체들이 경쟁하듯이 건설하고 있는 장경간 케이블 보도교(일명 출렁다리)는 공원 시설로 인식되어 제대로 된 검토와 설계 없이 진행되는 경우가 있다. 케이블 보도교는 기존 도로 현수교보다 훨씬 유연한 특성으로 인하여 내풍안정성 확보는 반드시 필요하며, 오히려 더 기존의 도로교보다 다양한 관점에서 상세하게 검토되어야 한다. 이에 본 연구에서는 케이블 보도교의 내풍 특성을 파악하고, 고유진동수를 추정할 수 있는 추정식을 제시하였다. 또한 경간장에 따른 플러터 풍속 추정에 대한 추세선을 제시하여 평판 거더 보도교의 내풍안정성 확보의 어려움과 그 한계를 제시하였다. 그리고 풍동실험을 통해 바닥 데크 그레이팅 적용 비율 변화를 통해 내풍안정성을 만족하는 단면을 제시하였다. 본 연구에서 제시한 방법은 향후 세장 케이블 보도교 계획시 기초 자료로 활용할 수 있을 것으로 판단된다.

근거리 지진에 의한 사장교의 동적응답해석에 관한 연구 (A Study on Dynamic Response Analysis of the Cable-Stayed Bridge Structure Subjected to Near Fault Ground Motions)

  • 한성호;권의성;신재철;방명석
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2004년도 봄 학술발표회 논문집
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    • pp.439-446
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    • 2004
  • In this study, the characteristic of the Near Fault Ground Motion which was not considered at the seismic design in our country and how the Near Fault Ground Motion affects the cable-stayed bridge which have long period is analyzed through the dynamic response analysis. So, the object of this study is following that it makes the data which can be utilized as the seismic safety evaluation in case of the cable-stayed bridge taken the near fault in the future.

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전력 케이블의 최근 연구 및 기술 동향 (Recent research and technical trend of power cable system)

  • 김동욱;최명규
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2000년도 추계학술대회 논문집 학회본부 C
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    • pp.616-618
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    • 2000
  • This paper describes the recent research and technical trend of power cable system. Compact sizing with long length and large capacity is the main trend of the power cable. From the manufacturing process to the monitoring of the underground power line, various new techniques are being developed for reliability and high quality such as in-line monitoring system, triple common extrusion, PD measurement system, new type completion test, etc.

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수중 음향센서의 원거리 데이터 전송에 관한 연구 (A study on the long distance data transmission of underwater acoustic sensor)

  • 한정희;이병화;김동욱;이정민
    • 한국음향학회지
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    • 제38권2호
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    • pp.240-245
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    • 2019
  • 본 논문은 수중 음향센서 데이터의 원거리 케이블 전송에 관한 연구 결과이다. LVDS(Low Voltage Differential Signaling) 전송 방식으로 설계된 데이터 송수신기의 케이블에 대한 원거리 전송 신호를 측정하고 지터 특성을 분석하였다. 지터 특성을 저감하기 위하여, 원거리 전송에 따라 감쇠될 송신 신호를 역 보상하는 고역 강조(pre-emphasis) 기법을 적용하였으며, 전송 거리에 따라 송신 특성을 검증하였다.

ADSS 광 케이블 시스용 내 트래킹 재료의 특성에 관한 연구 (The investigation of tracking resistant sheath material for ADSS Optic cable)

  • 이정희;서일건;황선호;이건주;백승엽;김경민;이승찬
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2002년도 추계학술대회 논문집 전기물성,응용부문
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    • pp.102-105
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    • 2002
  • ADSS(All Dielectirc Self-Supporting) cable installed under high voltage power cable line suffers a variety of environmental influence, rain, wind, snow fall, chemical pollution, salt fog and electrical stress. Its lifetime is required to be at least 20 years with this harsh weathering condition. The electrical stress under high voltage power line gives rise to dry band arcing and tracking, the severest damage, on the outer sheath of cable. Finally tracking might penetrate sheath and cause the break-down of ADSS cable. Tracking resistant sheath material, therefore, should be used to protect the core of ADSS from dry band arcing and to be sure long lifetime. In this work, we discuss various commercial tracking resistant material to investigate the way of track resistance and compare their mechanical, electrical, weathering and tracking properties through serial experiments. We found track resistant material is categorized into two main type : polyethylene with metal hydroxide and polyethylene with reduced carbon black. The Liquid contaminant, Inclined plane Tracking and Erosion test says the time to track of tracking resistant material with metal hydroxide has a little longer time to track in the high applied voltage than that with carbon black, but mechanical and weathering properties were inferior to.

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NONLINEAR BEHAVIOR OF A GALLOPING CABLE

  • Oh, Hye-Young
    • Journal of applied mathematics & informatics
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    • 제3권2호
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    • pp.169-182
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    • 1996
  • This paper presents the numerical experiment of a dis-cretized loaded cable with periodic forcing. There appeared to be var-ious type of nonlinear oscillations over a wide range of fequencies and amplitudes for the periodic forcing term. The same forcing term can give rise to large or small oscillation by solving initial value problem and observing the solutions after a long time.