• Journal of Korean Society of Coastal and Ocean Engineers
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• v.1 no.1
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• pp.93-101
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• 1989

A geometrically nonlinear cable finite element is presented to use in the static or dynamic modeling of offshore and onshore structures such as guyed tower, tension leg platform or mooring buoy, submarine cable, cable-stayed bridge, suspension bridge, cable roof and so on. The cable finite element is derived directly from the compatibility equations and flexibility matrix of elastic catenary cable theory for the arbitary plane loading and geome try. A general and virsatile computer program has been developed to perform the analyses of cable member itself or cable guyed or suspened structures, in which Newmark-$\beta$ method is used to obtain a time domain solution and Newton-Raphson iteration method is used to solve the nonlinear system of compatibility equations of cable and algebraic static or dynamic equations at each time step. The results from the static and dynamic analysis of a cable member by the computer program are summarized and presented.

• Journal of the Korea institute for structural maintenance and inspection
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• v.23 no.5
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• pp.48-59
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• 2019

In recent years, the type of bridge where cables such as suspension bridge and cable-stayed bridge are the main factors in the construction of long-range bridges has been soaring. The effects of cables on these structures are very large, and for structural analysis, it is necessary to study the cable and the structural changes according to the mode characteristics of the cables. In particular, cables are directly connected to camber adjustment, which conveys load effects on girders to tower, and are important components in the overall structure, and since the initial tension on the construction is compared with the tension over time, this study was conducted to help identify the condition of the bridge's aging and abnormalities. Therefore, in this study, the characteristics of the mode from the mode analysis through the impact hammer to the mass of the cable and the change in the length of the cable are analyzed.

• Journal of Korean Society of Steel Construction
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• v.12 no.6
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• pp.661-670
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• 2000

To investigate the characteristics of the dynamic response of long-span cable-stayed bridges due to various dynamic loadings likes moving traffic loads, two different 3-D cable-stayed bridge models are considered in this study. Two models are exactly the same in structural configurations but different in finite element discretization. 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. Futhermore case of asymmetric traffic loading clustered in one direction are also considered to study the torsional response of the bridge. The result of this study demonstrates the importance of cable vibration on the overall bridge dynamics.

• Journal of the Earthquake Engineering Society of Korea
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• v.2 no.2
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• pp.95-104
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• 1998

The dynamic behavior of the marine cable is essentially nonlinear and dominated by geometric nonlinearity. Furthermore, fluid drag force makes the problem more complex and difficult. Therefore, it has certain limitations to obtain the dynamic behavior of the marine cable by analytical method. The purpose of this paper is to apply the elastic catenary cable element to the problem of under water cable including the hydrodynamic effects of fluids. The static and dynamic formulations for the three-dimensional elastic catenary coble under water effects are derived and the finite element analysis procedures are presented. In the analysis, the hydrodynamic forces are modeled by modified Morison equation. A comparison of the results obtained using present method with previously published results showed the validity of present method. The dynamic behavior of the marine cable subjected to current is investigated using present method and it can be illustrated that the dynamic behavior of the marine cable subjected to current varies with the incident angle of the current and inclined angle of the cable.

• Proceedings of the KIEE Conference
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• 2008.09a
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• pp.135-139
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• 2008

우리 나라의 전력 계통은 대도시 중심부 등 사람의 왕래가 빈번한 곳이나 신도시 지역 등에 22.9kV-y 배전 방식으로 CNCV 지중 케이블로 전력을 공급하고 있으며, 선로 운영상 케이블의 동심중성선을 일정 구간 마다 3선 일활 공동 접지하는 다중 접지방식을 채택하고 있다. 이는 지락 사고시에는 동심 중성선의 대지 전위 상승을 일정 값 이하로 제한함과 동시에 보호계전기의 동작을 원활히 하기 위함이다. 그러나 지중 배전 선로에서 각 상(A,B,C상)의 부하가 불평형이 될 때는 물론 평형일 경우에도 동심 중성선에는 부하 전류에 비례하는 동심 중성선 순환 전류가 발생되고 있기 때문에 불필요한 손실 전력이 발생하며, 이러한 손실 전력으로 케이블의 내부 온도가 상승되어 케이블의 송진용량이 감소하게 된다. 따라서 2006년 7월12일${\sim}$14일 대한전기학회 하계학술대회에 이에 대한 문제점과 대책으로 비일괄공동접지에 관한 연구 논문을 발표 한 바 있으며, 본 인구는 일곽공동접지방식의 기능을 저해하지 않으면서 비일관공동접지기술을 안전하게 시행하는 방법과 예상되는 문제점 및 시행효과 검증에 관한 연구이다.

• Proceedings of the KIEE Conference
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• 2007.07a
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• pp.1449-1452
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• 2007

배전 케이블 부분방전 측정에서는 외부노이즈, 코로나가 동반되어 검출되고 있다. 특히, 단말부의 부분방전측정에서는 부분방전 현상이 크게 발생하여 측정될 경우 다른 상에서도 유입되어 검출되는데 코로나나 외부의 노이즈가 크게 유입될 경우 진단의 어려움이 있다. 더불어 각 상의 위상을 직접검출이 어려운 송배전 케이블의 단말에서는 유기된 신호의 상을 찾는데도 어려움을 주고 있다. 이러한 문제를 반영하여 현장 측정이 용의하도록 이동형 포터블 진단장치를 개발하였다. 3개의 HFCT 센서를 사용하여 3상을 동시 측정할 수 있도록 하였다. 전원 분압 트리거 회로와 전류 변류 트리거 회로를 사용하여 위상 분석을 병행하였다. 실선로의 배전 케이블 부분방전 진단의 효율적 수행을 위해 개발된 본 장비를 현장 적용하였으며 내장된 PRPD 분석법이 가능하였으며 S/W 노이즈 게이팅을 적용하여 다른상에서 유기되는 신호를 제거하여 진단결과의 신뢰성을 높일 수 있었다.

• Proceedings of the KIEE Conference
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• 2005.07b
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• pp.1246-1248
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• 2005

초전도 전력케이블 시스템은 일반적으로 다음과 같은 전자기적 구조를 가지게 된다. 먼저, 여러 층으로 이루어진 전력 전송을 위한 초전도 코어, 초전도 코어 고장시 전송전류를 바이패스 시키는 stabilizer 그리고 최외각의 질소 및 진공을 위한 2층의 cryostat으로 이루어진다. 본 논문에서는 초전도 전력케이블이 정상적으로 운행될 때 내부 stabilizer 및 외부 질소조와 진공조에서 발생하는 와전류 손실을 상용전자장 해석프로그램인 opera 3d를 이용하여 모델링한 후, 각 부분에서의 와전류 손실을 도출하여 초전도전력케이블 시스템의 설계시 stabilizer와 외부 질소조 및 진공조의 제작에 그 결과를 응용하고자 한다.

• Journal of Korean Society of Steel Construction
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• v.23 no.6
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• pp.747-761
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• 2011

This paper presents an investigation on the change in the statical behavior and the ultimate capacity of steel cable-stayed bridges after cable failure. Cable failure can occur due to fire, direct vehicle clash accidents, cable or anchorage fatigue, and so on. Moreover, the cable may be temporarily disconnected during cable replacement work. When cable failure occurs, the load, that was supported by the broken cable is first transferred to another cable. Then the structural state changes due to the interaction between the girder, mast, and cables. Moreover, it can be predicted that the ultimate capacity will decrease after cable failure, because of the loss of the support system. In this study, the analysis method is suggested to find the new equilibrium state after cable failure based on the theory of nonlinear finite element analysis. Moreover, the ultimate analysis method is also suggested to analyze the ultimate behavior of live loads after cable failure. For a more rational analysis, a three-step analysis procedure is suggested and used, which consisted of initial shape analysis, cable failure analysis, and live load analysis. Using this analysis method, an analytical study was performed to investigate the changes in the structural state and ultimate behavior of steel cable-stayed bridges.

• Journal of the Korea Society of Computer and Information
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• v.13 no.4
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• pp.133-140
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• 2008

The cable TV network has delivered downward broadcasting signals from distribution centers to subscribers. Since the traditional coaxial cable has been upgraded by the Hybrid Fiber Coaxial(HFC) cable, the upward channels has expanded broadband services such as Internet. This upward channel is vulnerable to ingress noises. When the noises from the children nodes accumulated in an amplifier exceeds a certain level, that node has to be cut off to prevent the noise propagation. The node selection problem(NSP) is defined to select nodes so that the noise in each node does not exceed the given threshold value and the sum of Profits of selected nodes can be maximized. The NSP has shown to be NP-hard. In this paper, we have proposed heuristics to find the near-optimal solution for NSP. The experimental results show that interval partitioning is better than greedy approach. Our heuristics can be used by the HFC network management system to provide privileged services to the premium subscribers on HFC networks.

• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.41 no.12
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• pp.940-949
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• 2013

In this paper, wrinkle reduction design was studied for triangular sail. Wrinkles in the solar sail membrane can change the load path and surface topology which may have an adverse effect on propulsion performance and controllability. In this study, wrinkle reduction strategies of adjusting cable angle, catenary and catenary-wire schemes were considered and the design parameters for wrinkle reduction were systematically investigated.