• Title/Summary/Keyword: 케이블구조

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Validity of Linear Combination Approach based on Net Damping Analysis of Cable-Damper System (케이블-댐퍼 시스템의 전체감쇠비 해석을 통한 선형조합 접근법의 유효성)

  • Kim, Hyeon Kyeom;Hwang, Jae Woong;Lee, Myeong Jae
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.29 no.5A
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    • pp.467-475
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    • 2009
  • Existing studies have suggested Universal Curve only for supplemental damping by damper. Therefore net damping has been determined by means of arithmetic summation between intrinsic, aero-damping of cable and supplemental damping of damper. However linear combination approach by means of the arithmetic summation is not enough theoretical background. So validity of this approach should be verified in order to design adequate cable-damper system by engineers. This study establishes governing differential equation which can consider intrinsic, aero-damping and supplemental damping as well. And also analysis method is solved by combination of muller method and successive iteration method. Consequently, this study succeeds in verification for validity of linear combination approach. As a result of this study, linear combination approach is limitedly effective in case of low stiffness and optimum damping coefficient of damper, short distance from support to damper, lower vibration mode, low aero-damping, and normal windy environment. Whereas this study will be effective in case of opposite conditions, and existing studies or linear combination approach occur to further error. Meaning of this study presents exact solution for net damping of cable-damper system, and verifies linear combination approach by means of the analysis method. In the future, if monitoring of optimum damping coefficient of a damper against aero-damping is feasible on time, algorithm of this study will be available for control of cable and semi-active damper system such as magneto-rheological damper.

A Study on Efficient Evolution of Cable HFC Network (케이블 HFC 네트워크의 효율적인 진화 방안 연구)

  • Kwon, Ho-Jin;Moon, Joon-Woo
    • Proceedings of the Korean Society of Broadcast Engineers Conference
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    • 2018.06a
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    • pp.31-34
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    • 2018
  • 최근 유무선 트래픽의 지속적인 증가에 대응하기 위해선 가입자 네트워크의 양적 확충은 물론, 새로운 인터넷 기술을 개발하고 그 구조를 재설계하는 등의 투자가 이루어지고 있다. 특히 차세대 미디어 서비스 등의 인터넷 수요 및 대역폭에 대한 요구가 증가로 인하여 가입자 망 진화의 필요성이 계속해서 이야기되고 있다. 정부에서는 10기가 인터넷 상용화를 목표로 '10기가 인터넷 상용화 촉진 선도 시범 사업'을 추진하고 있으며, KT와 SK브로드밴드 등 주요 통신사에서도 10Gbps 인터넷 상용화를 추진하고 있다. 이에 케이블 사업자도 인터넷 경쟁력 확보를 위해 HFC망 진화 방안에 대한 연구가 필요하다. 우선 상하향 10Gbps 전송이 가능한 DOCSIS 3.1 도입을 위해 망 장비 교체나 업그레이드 없이 주파수 확보가 이루어 져야 하며, 상향 전송 속도 확대를 위해 북미에서 표준화 진행중인 FDX(Full-Duplex) DOCSIS 도입을 위해 망 구조를 개선해야 한다.

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Investigation of Temperature Variation of Bridge Cables under Fire Hazard using Heat Transfer Analysis (열전달 해석을 통한 케이블교량 화재 시 케이블의 온도변화 분석)

  • Chung, Chulhun;Choi, Hyun Sung;Lee, Jungwhee
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.32 no.5
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    • pp.313-322
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    • 2019
  • Recently, there have been frequent occurrences of bridge fires. Fires in cable-supported bridges can damage and brake cables due to high temperatures. In this study, fire scenarios that can occur on cable-supported bridges were set up. In addition, based on the results of vehicle fire tests, a fire intensity model was proposed and cable heat transfer analyses were performed on a target bridge. The analyses results demonstrated that temperature rises were identified on cables with a smaller cross-sectional area. Furthermore, vehicles other than tankers did not exceed the fire resistance criteria. When the tanker fire occurred on a bridge shoulder, the minimum diameter cable exceeded the fire resistance criteria; the height of the cable exceeding the fire resistance criteria was approximately 14 m from the surface. Therefore, the necessity of countermeasures and reinforcements of fire resistance was established. The results of this study confirmed that indirect evaluation of the temperature changes of bridge cables under fire is possible, and it was deemed necessary to further study the heat transfer analysis considering wind effects and the serviceability of the bridge when the cable temperature rises due to fire.

Vibration Reduction Effects of Stay Cable Due to Friction Damper (마찰댐퍼에 의한 사장 케이블의 진동저감 효과)

  • Kim, Hyung Ku;Yhim, Sung Soon
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.17 no.2
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    • pp.54-61
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    • 2013
  • Stay cable has a strong axial rigidity due to large initial tension and, on the other hand, it has a weak laterally flexural rigidity. Wind loads or traffic loads cause the cables to vibrate significantly and affect the mechanical properties and the performance of cables of cable-stayed bridge (CSB). Therefore, the development of vibration reduction design is an urgent task to control the vibration vulnerable long-span bridges. As Friction damper (FD) shows to reduce the amplitude and duration time of vibration of cable of CSB from measured date in field test, friction damper can be considered that it is effective device significantly to reduce the amplitude and duration time in vibration of cable of CSB under traffic load, wind load and so on. Vibration characteristics of cable can change according to manufacturing method and type of established form. Nevertheless, analysis method in this study can present the design of friction damper for vibration reduction of cable of cable-stayed bridge from now on.

A Study on Numerical Simulation for Dynamic Analysis of Towed Low-Tension Cable with Nonuniform Characteristics (불균일 단면을 갖는 저장력 예인케이블의 동적해석을 위한 수치해석적 연구)

  • 정동호
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.16 no.1
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    • pp.69-76
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    • 2003
  • Low-tension cables have been increasingly used in recent years due to deep-sea developments and the advent of synthetic cables. In the case of low-tension cables, large displacements may happen due to relatively small restoring forces of tension and thus the effects of fluid and geometric non-linearities and bending stiffness. A Fortran program is developed by employing a finite difference method. In the algorithm, an implicit time integration and Newton-Raphson iteration are adopted. For the calculation of huge size of matrices, block tri-diagonal matrix method is applied, which is much faster than the well-known Gauss-Jordan method in two point boundary value problems. Some case studies are carried out and the results of numerical simulations are compared with a in-house program of WHOI Cable with good agreements.

Comparative Analysis of Cable Dome Structures by Reinforcement Effect with Bracing and Fabric (케이블 돔 구조물의 브레이싱 및 막재 보강 효과에 따른 비교분석)

  • Kim, Seung-Deog;Sin, In-A
    • Journal of Korean Association for Spatial Structures
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    • v.12 no.1
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    • pp.69-75
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    • 2012
  • The purpose of this paper is to study comparative analysis of cable dome structures by reinforcement effect with bracing and fabric. Tensegrity systems are stable structures which are reticulated spatial structures composed of compressive straight members, struts, and cables. Tensegrity structures need to be introduced to the initial stress for the self-equilibrated system to have a stable state. In this paper, the effect of reinforcement resisting the in-plan twisting is investigated for the Geiger-type and Zetlin-type models reinforced by bracing and fabric. The effect of initial imperfection is also studied because the structural instabilitity phenomenon of shell-like structures is very sensitive according to the initial condition. We study a more exact analysis concerning the structural instability of tensegrity structures using nonlinear analysis program. Then, two types of tensegrity models will be analysed and compared.

A Study for Finding Optimized Cable Forces of Cable Stayed Bridge (사장교 케이블 최적 장력 보정에 관한 연구)

  • Park, Dae-Yong
    • Journal of the Korean Society for Advanced Composite Structures
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    • v.3 no.1
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    • pp.16-20
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    • 2012
  • During construction of the cable-stayed bridge, not only shape of deck and pylon but also cable forces are main factors for geometry control. Especially, geometry control of deck must be controlled for adjusting design value of vertical and lateral alignment as well as closing of key segment. Also, both the deck level error and cable force error occur necessarily during the construction stage in cable stayed bridge. The errors are caused by different of material properties and computer modeling, and construction mistake, and so on. These causes bring about that the forces of cable and the displacement of deck show different tendency from the theoretical values. Therefore, these errors must necessarily be adjusted and can be improved through adjustment of cable length. In this study, a new optimization tool is proposed to adjust the errors of the second Dolsan cable-stayed bridge.

케이블 UHD 방송 상용 서비스

  • Kim, Hong-Ik;Jeong, Jun-Yeong;Choe, Dong-Jun;Lee, Jong-Han
    • Broadcasting and Media Magazine
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    • v.19 no.2
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    • pp.46-56
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    • 2014
  • UHD(Ultra High Definition) 관련기술이 성숙되면서 최근 UHD 방송은 HD(High Definition) 방송 이후 차세대 실감 방송 서비스로 확고하게 자리를 잡아 가고 있다. 이러한 영향으로 UHDTV를 중심으로 UHD 방송장비의 상용화가 점차 확대되고 있고, 국내외 여러 방송사업자들은 서비스 상용화 준비를 서두르고 있다. CJ헬로비전을 포함한 국내 케이블 방송사들은 유일하게 UHD 방송 표준화를 조기에 완료하였고 이를 기반으로 상용 서비스를 준비해 왔기에 세계최초로 2014년 4월에 4K-UHD 방송을 상용화한다. 케이블 방송에서 UHD 방송의 조기 상용화와 표준화는 전송방식의 변경이나 네트워크에 대한 대규모 투자가 없이 UHD 방송을 쉽게 제공할 수 있는 구조이기 때문에 가능했다. UHD 방송은 방송산업 가치사슬의 전 부분에 걸쳐 영향을 주기 때문에 케이블의 4K-UHD 방송 상용화를 계기로 국내 방송산업의 활성화에 기여할 것이다. 본 고에서는 세계최초로 상용화 하는 CJ헬로비전의 케이블 4K-UHD 방송 서비스와 케이블 UHD 방송 표준에 대해서 알아본다.

A study for construction of Shore-end Submarine cable (천해부에서 해저케이블 건설 연구)

  • Jung, Jae-Jin;Lee, Young-Sun;Shin, Hyun-Shik
    • The Journal of the Korea institute of electronic communication sciences
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    • v.2 no.3
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    • pp.185-190
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    • 2007
  • The biggest cause of submarine cable fault is fishing activity such as 70% by anchor of fishing boats and occurs within 200m the depth of water. It needs a regulation for protection of submarine cable from the fishing boats and construction of cable at shore-end. This paper is studying a plan and regulation to install the construction among the subsee users, and the burial technique of submarine cable at shore-end suggests to manage from company to government.

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Next- Generation Cable Broadcasting Technology and Standardization (차세대 케이블방송 기술개발 및 표준화 동향)

  • Jung, J.Y.;Kim, T.K.;Bae, J.H.;Lee, J.H.;Cho, Y.S.;La, S.J.;Choi, D.J.
    • Electronics and Telecommunications Trends
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    • v.30 no.3
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    • pp.9-20
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    • 2015
  • 케이블방송망은 광대역을 가진 유선망이라는 매체 특성으로 동일한 망을 이용하여 방송뿐만 아니라 통신까지 제공할 수 있는 양방향 방송서비스를 가능케 하는 방송통신 융합을 위한 최적의 망으로 거론되고 있다. 서비스 관점에서 케이블방송망은 도입초기 단순히 지상파 방송의 난시청 해소를 위한 수단이었으나 프로그램 공급업자와 종합 유선 방송국의 등장으로 독립적인 방송 매체로 발전하였으며, 북미 주도하에 1990년대 중반 통신법이 개정된 이후 양방향 고속 데이터서비스를 제공할 수 있는 방안으로 케이블 모뎀(CM: Cable Modem)을 개발하여 방송과 통신을 동시에 수용하는 통합망으로 발전시켜왔다. 최근 케이블방송은 전송 효율 고도화, 망 구조적 진화 및 대용량 콘텐츠 전송으로 크게 3개의 방향으로 발전을 거듭하고 있다. 본고에서는 각 발전 방향에서 제시하는 차세대 케이블방송의 기술개발 및 표준화 동향에 대해 살펴보고자 한다.

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