• Title/Summary/Keyword: Cable damage

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Characteristics of Temperature History of Slab concrete by the Change of Hot wire Heat Capacity at -10℃ (-10℃ 조건에서의 열선 열용량 크기 변화에 따른 슬래브 콘크리트의 온도이력 특성)

  • Jung, Eun-Bong;Ahn, Sang-Ku;Jung, Sang-Hyun;Koh, Kyung-Taek;Han, Min-Cheol;Han, Cheon-Goo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2013.05a
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    • pp.75-77
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    • 2013
  • In this study, the characteristics of temperature history was evaluated for three hot wires with different capacity installed in slab concrete which are relatively thin. Results can be summarized as follows. First, for the case of material using 5W hot wire, all decreased to below zero at or around 24 hours. Similarly, the material using 20W hot wire decreased to 2℃ below zero at or around 80 hours but satisfied the accumulative temperature of 45° D·D at 7 days of material age. On the other hand, the case of 30W hot wire, the biggest capacity, showed the high temperature history of 5℃ in average at all areas except the corners. Thus, the target accumulative temperature was secured at or around the 3 days of material age. Considering the above, the initial damage by freezing can be prevented only if 20W or higher hot wires are used for the slabs at -10℃ of extremely low temperature environment.

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Developing an Expert System for Close Combat using Decision Tree (의사결정나무를 이용한 근접전투전문가시스템)

  • Kim, Hyung-Se;Moon, Ho-Seok;Lee, Dong-Keun;Hwang, Myung-Sang;Kim, Young-Kuk
    • Journal of the military operations research society of Korea
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    • v.36 no.3
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    • pp.83-93
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    • 2010
  • In this paper, we propose a new expert system for close combat in military war game model for training. Simulation logic for damage assesment is one of the main simulation functions in military war game. In Changcho 21's model which is the war game model for Republic of Korea Army corps and division, the main function of close combat's damage assessment has not been calculated by Changcho 21's model, but by COBRA which was made by US Army and has been the expert system for close combat. Results which were calculated in COBRA were sent to Changcho 21's model through a cable network. And Changcho 21's model finally calculated the value of damage assessment with the results. In this paper, we develop an new expert system for close combat using decision tree. The experimental results show that the proposed expert system has similar performance to COBRA and has less computing complexity. And it can substitute for COBRA and be applicable to battlefield.

Vortex-Induced Vibration Analysis of Deep-Sea Riser (심해 라이저의 와류유기 진동해석)

  • Park, Seongjong;Kim, Bongjae
    • Journal of Ocean Engineering and Technology
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    • v.31 no.5
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    • pp.364-370
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    • 2017
  • A numerical model based on the mode superposition method is used to study the vortex-induced vibration response characteristics of a deep-sea riser such as steel catenary riser (SCR). A steel catenary riser can be modeled using a flexible cable with simple supports at both ends. The natural frequency, mode shape and mode curvature of the riser are calculated and the vortex-induced vibration response of the riser is obtained using the equilibrium of the input and output power. The mode superposition method is applied to the vibrational stresses for each mode to calculate the overall riser fatigue life.

On the Study of Blasting Vibration, Sound by Measuring Gage Influence to Exist Crack in 154kV Daeshin Electric Cable Tunnel (154kV 대신 S/S인출 전력구 시험발파 패턴 및 진동, 소음 계측에 의한 기존 CRACK에 미치는 영향 연구)

  • 강대우;박태원
    • Explosives and Blasting
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    • v.16 no.3
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    • pp.25-34
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    • 1998
  • This area is covered in Andesite of high compression strength and located in PUSAN SEO-KU. There are many old houses around shaft site. So, we must have a cautious blasting operation. A total of 40 blasts were test at DAE-SHIN Shaft site to study the magnitude and frequency characterization of blast-induced vibration. The effect of viblating frequency on structual damage and site-specific scaling to define th empirical equations were also discussed. The result can be summarized as follows: 1. Some empirical equations were obtained. $V=K\{{\frac{D}{W}}1/3\}^{-n}$ where the values for n and K are estimated to be -1.407 to -2.202 and 643.3489 to 7283.2104 respectively. 2. Dominant frequencies at short distance are in the range of about 75.0 to 91.8 Hz, with some exceptions of about 50Hz, Frequencies observed at long distance are in the range of 10 to 2Hz. It is apparent the shift of dominant frequency down to lower levels at long distance.

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Human Experimental Studies on the Risk of Electric Shock due to Damage of Underground Wire in Street Lamp (가로등의 지중전로 손상으로 인한 인체감전 위험성에 대한 실험 연구)

  • Chung, Jae-Hee
    • Journal of the Korean Society of Safety
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    • v.24 no.5
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    • pp.6-12
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    • 2009
  • This study performed an experiment for the danger of an electric shock in the human body, which is directly touched or approached to the exposure of buried metals in a leak caused by certain ground faults at a buried cable in street lamp. In the results of the experiment, the dangerous of electric shocks due to the earth specific resistance and wet and submersion of the earth surface represents a high level as the human body is directly touched to the buried metal at a leak point. In addition, it can be seen that the safety of the human body is influenced by the earth specific resistance, separated distance from buried metals, and shape of buried metals at around the leak point.

Analysis of Electromagnetic Field Around Distribution Line (배전선로 주변에서의 전자계 분포 해석)

  • Kwon, Myung-Rak
    • Journal of the Korean Institute of Electrical and Electronic Material Engineers
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    • v.30 no.10
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    • pp.672-676
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    • 2017
  • Electrical energy is playing an increasingly vital role as the primary energy source in everyday life. With the increase in electric power consumption, power facilities are under an increasing stress and must operate at a high capacity. Consequently, the demand for electric power cables in power transmission and distribution lines is rapidly increasing. Underground distribution lines have been steadily replacing the aboveground lines owing to the increase in electric power demand and the need to increase the supply voltage. In addition to line damage, worker safety is of primary concern in this type of underground infrastructure. In this study, to improve the safety of workers dealing with underground transmission lines, we analyzed the electromagnetic field generated around the distribution line and determined the basic criteria for developing a device that can detect a live underground line.

The Transient State characteristic and Consecutive Failure Analysis of The Offshore Wind Farm (낙뢰로 인한 해상풍력발전단지 과도상태 및 연계고장 분석)

  • Seo, Jin-Gyu;Kim, Kyu-Ho;Park, Sang-Ho
    • Proceedings of the KIEE Conference
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    • 2015.07a
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    • pp.239-240
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    • 2015
  • This paper presents the transient state characteristic and single phase ground fault occurred by deterioration of surge arrester when offshore wind turbine is struck by lightning strike. The wind turbine and submarine cable data are based on the 2.5GW offshore wind farm planned in South Korea Southwest Seashore. During lightning strikes, additional ground fault can lead to damage of the generation components. So, the sensitive analyses are conducted in order to investigate the effects of lightning strike on offshore wind farm.

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Reserach for Filesystem Recovery in Android based SMART TV Settop (안드로이드 기반 스마트TV 셋톱박스의 효과적 파일 시스템 복구 방법에 관한 연구)

  • Kim, Byung-Jun;Han, Kyung-Sik;Sonh, Seung-Il
    • Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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    • 2012.10a
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    • pp.773-775
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    • 2012
  • Compare to mobile system, in case of Android SMART TV Settopbox, power cable connect directly to device, user's power shutdown makes file system damage on memory file system. This paper research the way of check file system before booting SMART TV OS framework.

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A Protection Method with single-bonding system in EHV Underground Transmission Line (초고압 지중 케이블 시스템에 대한 편단접지시의 보호대책)

  • Kim, J.W.;Kang, D.H.;Park, K.R.;Kim, Y.B.
    • Proceedings of the KIEE Conference
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    • 1998.07e
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    • pp.1620-1622
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    • 1998
  • The failure occurs in the system of the underground transmission line, the time of restoration is very long, the damage from stopping power supply is very serious and the cost of restoration is very great. because of these problems, the system and equipment must be protected from every electrical failure by installing protection unit. This study is summarized and compared the effects of configuration method of cable protection device with respect to surges in EHV (Extra High Voltage) underground transmission system.

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A Study on a Repair Technique for a Reinforced Concrete Frame Subjected to Seismic Damage Using Prestressing Cable Bracing

  • Lee, Jin Ho;EI-Ganzory, Hisham
    • Architectural research
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    • v.3 no.1
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    • pp.53-60
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    • 2001
  • The proposed building upgrading technique employs prestressing cables to function as bracing to improve the seismic performance during future events. A four-story reinforced concrete moment resisting frame damaged from an ultimate limit state earthquake is assessed and upgraded using the proposed technique. Both existing and upgraded buildings are evaluated in regard of seismic performance parameters performing static lateral load to collapse analysis and dynamic nonlinear time history analysis as well. To obtain realistic comparison of seismic performance between existing and upgraded frames, each frame is subjected to its critical ground motion that has strength demand exceeding the building strength supply. Furthermore, reliability of static lateral load to collapse analysis as a substitute to time history analysis is evaluated. The results reveal that the proposed upgrading technique improves the stiffness distribution compared to the ideal distribution that gives equal inter-story drift. As a result, the upgraded building retains more stories that contribute to energy dissipation. The overall behavior of upgraded building beyond yield is also enhanced due to the gradual change of building stiffness as the lateral load increases.

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