• Proceedings of the KIEE Conference
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• 2008.07a
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• pp.436-437
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• 2008

초기투자비용의 과다 발생으로 제한적으로 시공되고 있는 지중송전케이블의 역사는 1971년 154kV급 OF케이블이 처음으로 한국전력에 의해 상용운전후 현재에 이르고 있으며, 최근들어 지중케이블에서 발생된 송전선로 고장은 대부분 대형화되고 있어 초창기 시공된 케이블 종류의 대부분을 차지하고 있는 OF 케이블의 현상태를 정확하게 진단하고 각종 현상들을 분석하여 결론을 도출하지 않으면 안된다. 실제 계통에서 운전되고 있는 설비를 철거하여 상태를 판정할 수 있는 여건이 아니기 때문에 케이블의 현상태를 정확하게 분석하기 위해서는 절연유의 분석 등 간접적인 방법을 택하지 않을 수 없다. OF 케이블에 있어서 급유조는 케이블의 성능에 가장 직접적인 영향을 미치는 구성요소이며, 급유조에서 기준치보다 $2{\sim}5$배에 해당되는 이상가스의 발생원인을 파악하여 예방대책을 수립할 수 있게 되었다. 분리기의 용접부분 또는 접합부분에 틈이 생기지 않도록 하고 틈 부위에는 세라믹이나 폴리머등으로 코팅하여 $H_2$가스의 과다 발생을 방지할 수 있었다.

• Journal of the Earthquake Engineering Society of Korea
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• v.3 no.2
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• pp.77-86
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• 1999

In the previous $paper^{(1),(2)}$, a geometrically non-linear finite element formulation of spatial cables subjected to self-weights and support motions was presented using multiple noded cable elements and how to determine the initial equililbrium state of cables was addressed. In this paper, in order to perform dynamic non-linear analysis of ocean cables subjected to support motions and earthquakes, a numerical method to calculate Morison forces and incorporate effects of earthquake motions is presented based on the Newmark method. Challenging example problems are presented in order to investigate dynamic non-linear behaviors of ocean cables subjected to support motions and earthquake loadings.

• Proceedings of the KIEE Conference
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• 2006.07c
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• pp.1363-1363
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• 2006

PPLP를 절연지로 사용하는 OF 케이블 절연지의 팽윤 특성은 전력 케이블 절연특성에 크게 영향을 줄 뿐만 아니라, 케이블 제조나 운전시에도 영향을 미치므로 매우 중요한 설계 관리 요소이다. 특히 PPLP 케이블 제조시 PPLP의 팽윤 정도에 따라 지권장력의 설정이 달라지므로 반드시 고려해야만 한다. 기존의 일반적인 Kraft지를 절연지로 사용하는 OF 케이블의 경우는 팽윤 현상이 거의 없어 지권장력 설정시 이를 고려하지 않아도 되지만, PPLP는 이를 고려하지 않고 지권을 찬다면 케이블 제조 후 절연지의 끊어짐 현상, 절연층의 butt-gap 현상 둥 Polypropylene laminated paper를 절연지로 사용하는 케이블의 경우, 팽윤 현상의 발생으로 인해 절연파괴가 일어날 수 있다. 그러나 PPLP 절연지를 사용하는 이유는 케이블의 장거리 운전시 기존 Kraft지를 사용했을 때 보다 유전손실이 더 개선될 뿐만 아니라 절연체의 두께를 저감하여 포설이 용이하기 때문이다. 이에 본 논문에서는 PPLP에서 고분자의 팽윤이 일어나는 정도에 따라 결정화도의 변화와 전기적인 성능(체적저항, AC 파괴)과의 연관성을 검토하였다.

• Journal of Korean Society of Steel Construction
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• v.23 no.2
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• pp.199-210
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• 2011

The cables in cable-stayed bridges are under high stress and are very sensitive to vibration due to their small section areas compared with other members. Therefore, it is reasonable to evaluate the cable impact factor by taking into account the dynamic effect due to moving-vehicle motion. In this study, the cable impact factors were evaluated via moving-vehicle-load analysis, considering the design parameters, i.e., vehicle weight, cable model, road surface roughness, vehicle speed, longitudinal distance between vehicles. For this purpose, two steel composite cable-stayed bridges with 230- and 540-m main spans were selected. The results of the analysis were then compared with those of the influence line method that is currently being used in design practice. The road surface roughness was randomly generated based on ISO 8608, and the convergence of impact factors according to the number of generated road surfaces was evaluated to improve the reliability of the results. A9-d.o.f. tractor-trailer vehicle was used, and the vehicle motion was derived from Lagrange's equation. 3D finite element models for the selected cable-stayed bridges were constructed with truss elements having equivalent moduli for the cables, and with beam elements for the girders and the pylons. The direct integration method was used for the analysis of the bridge-vehicle interaction, and the analysis was conducted iteratively until the displacement error rate of the bridge was within the specified tolerance. It was acknowledged that the influence line method, which cannot consider the dynamic effect due to moving-vehicle motion, could underestimate the impact factors of the end-cables at the side spans, unlike moving-vehicle-load analysis.

• Journal of the Society of Disaster Information
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• v.13 no.2
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• pp.249-257
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• 2017

Recently, a cable disconnection accident occurred due to a lightning strike at the Seohae Bridge located in Dangjin-Pyeongtaek City. This is a natural occurrence, but it is a recall that it is very important to review the safety issues due to the disconnection of cable bridges. In other words, the role of cables in cable bridges has a profound effect on the safety of the structure, and it has become necessary to grasp the effect on the entire structural system. The cable bridge is an economic bridge that builds the main tower and supports the bottom plate by cable. The influence of the cable is the main member, which is a big influence on the safety of the whole bridge system. In the cable-stayed bridge, the cables exhibit nonlinear behavior because of the change in sag, due to the dead weight of the cable, which occurs with changing tension in the cable resulting from the movement of the end points of the cable as the bridge is loaded. 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. The result of this study demonstrates the importance of cable vibration on the overall bridge dynamics.

• Journal of the Korean Society of Marine Environment & Safety
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• v.15 no.1
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• pp.25-32
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• 2009

The burial method has been generally used for the protection methods of submarine cable. Especially in Korea, various types of protection methods have been used according to fisheries and fishing implements. In these days, all the protection methods - burial, continuous concrete mattress, cast iron pipes, U-duct, concrete bags, rock berm, mortar bags and FCM(Flexible Concrete Mattress) are applied to the submarine cable, but these methods just focus not on the characteristics of ocean environment and the protection of environment but on the safety of submarine cable against the external damages. This research presents the protection methods of submarine cable according as the characteristics of ocean environment - external damages, depth of water, seabed condition and the protection of environment.

• Proceedings of KOSOMES biannual meeting
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• 2007.05a
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• pp.51-56
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• 2007

It has generally used the burial method for the protection methods of submarine cable. Especially in Korea, It has used the protection methods of various types according to fisheries and fishing implements. Present day, All the protection methods-burial, continuous concrete mattress, cast iron pipes, U-duct, concrete bags, Rock Berm, mortar bags, FCM apply to the submarine cable, but these methods just focus on the safety of submarine cable against the external damages not the characteristics of ocean environment and the protection of environment. This research is going to present the protection methods of submarine cable according as the characteristics of ocean environment-external damages, depth of water, seabed condition, wave power and the protection of environment.

• Journal of the Earthquake Engineering Society of Korea
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• v.7 no.4
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• pp.71-79
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• 2003

As a critical member of cable-stayed bridges, stay cables play on important role of supporting the entire structure. Traffic, wind or rain-wind induced vibrations of stay cables would be a major cause of degrading both safety and serviceability of the bridge. One of the effective alternatives to solve this problem is to employ the cable dampers. In order to design the cable damper optimally, it is necessary to exactly estimate the dynamic characteristics of the existing cables. To achieve more reliable dynamic properties of stay cables, precise excitations inducing forced vibration are needed. Therefore, in this study, a cable excitation system(exciter) controlled digitally was developed. And to evaluate the performance of the cable exciter developed, a solution of the differential equation of cable motion considering the exciter was derived, Using the cable exciter, sine sweeping and resonance tests on a cable model were carried out to obtain the dynamic characteristics effectively.

• Journal of Korean Society of Steel Construction
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• v.16 no.3 s.70
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• pp.355-363
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• 2004

In order to obtain the effective length factor of beam-column members of plane frames, this paper extensively used an alignment chart approach, based on the nomograph given in LRFD-AISC specification commentaries. However, it should be noted that various simplifications and assumptions were introduced in constructing the alignment chart. To overcome the practical limitations of the alignment chart, this paper proposes a simple but accurate procedure that determined the effective buckling length for stability design of main members of cable-supported bridges. This method requires the full system buckling analysis. The numerical examples showing the suitability of the present scheme are discussed and some conclusions are drawn.

• Journal of the Korea Institute of Information and Communication Engineering
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• v.11 no.6
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• pp.1069-1076
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• 2007

DOCSIS 3.0 protocol are proposed to support high-speed cable network DOCSIS 3.0 MAC protocol regulates CM and CMTS channel transfer times through MAP message. So MAP Inter-arrival time is primary factor of network performance. However, standards does not include the details of MAP Inter-arrival Time affecting the performance of MAC protocols for DOCSIS 3.0. In this paper, we evaluated the performance of DOCSIS 3.0 protocol follow in MAP Inter-arrival Time. Based on the evaluation results, we propose the optimal MAP Inter-arrival Time. We found that the protocol shows best performance when the MAP Inter-arrival Time is 0.05sec. The research results can apply to performance element which important for the construction of DOCSIS 3.0 base cable networks.