• 전기학회논문지
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• 제65권8호
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• pp.1466-1477
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• 2016

This paper analyzes the electrical characteristic such as the impedance(Z), inductance(L), and cable resistance($R_p$) according to the change of cable length in order to move the electrical sorting device for distinguishing between AF non-insulated track circuits from the center of railway to outside railway. The simulation is performed to check the voltage difference between the voltage of sender and the voltage of receiver and determine the possibility of the voltage restoration availability in the frequency filter band through the capacitor compensation. It was applied to the results of the simulation to the sorting devices installed in the actual field. It is proved the availability by checking the measured voltage characteristic according to the capacitor compensating change of $10{\mu}F$ and $16{\mu}F$ before, and after the length of cable is increased with 6 meters. Through this, the prevention of breakdown and damage to facilities and the prevention the safety-related accidents of line workers from the train are expected according to moving the sorting devices of AR non-insulated track circuits to outside railway.

• Smart Structures and Systems
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• 제15권1호
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• pp.99-117
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• 2015

The Stonecutters Bridge (SCB) in Hong Kong is the third-longest cable-stayed bridge in the world with a main span stretching 1,018 m between two 298 m high single-leg tapering composite towers. A Wind and Structural Health Monitoring System (WASHMS) is being implemented on SCB by the Highways Department of The Hong Kong SAR Government, and the SCB-WASHMS is composed of more than 1,300 sensors in 15 types. In order to establish a linkage between structural health monitoring and maintenance management, a Structural Health Rating System (SHRS) with relevant rating tools and indices is devised. On the basis of a 3D space frame finite element model (FEM) of SCB and model updating, this paper presents the development of an SHR-oriented 3D multi-scale FEM for the purpose of load-resistance analysis and damage evaluation in structural element level, including modeling, refinement and validation of the multi-scale FEM. The refined 3D structural segments at deck and towers are established in critical segment positions corresponding to maximum cable forces. The components in the critical segment region are modeled as a full 3D FEM and fitted into the 3D space frame FEM. The boundary conditions between beam and shell elements are performed conforming to equivalent stiffness, effective mass and compatibility of deformation. The 3D multi-scale FEM is verified by the in-situ measured dynamic characteristics and static response. A good agreement between the FEM and measurement results indicates that the 3D multi-scale FEM is precise and efficient for WASHMS and SHRS of SCB. In addition, stress distribution and concentration of the critical segments in the 3D multi-scale FEM under temperature loads, static wind loads and equivalent seismic loads are investigated. Stress concentration elements under equivalent seismic loads exist in the anchor zone in steel/concrete beam and the anchor plate edge in steel anchor box of the towers.

• 한국정보전자통신기술학회논문지
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• 제11권6호
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• pp.793-799
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• 2018

CCD카메라는 방사선에 쉽게 열화되어 고방사선구역에서는 촬상관을 이용한 일체화된 카메라가 사용되고 있다. 이를 방사선에 강한 전자부품을 사용한 카메라헤드부와 방사선에 약한 TR, IC등을 사용한 원격제어부로 분리제작한 내 방사선 카메라시스템을 구현하였다. 실험결과 전자부품 중 가장 먼저 손상된 것은 수평 및 수직 동기 발생 IC이었으며 $2{\times}10^5{\sim}10^6rad$의 방사선이 누적되면 정상적인 기능이 상실됨을 확인하였다. 또한 원격화를 위한 신호전송 케이블은 입출력 버퍼회로를 부가하고 쉴드와 케이블의 폐루프면적을 감소시켜 신호 손실보정 및 노이즈를 제거하였다. 따라서 전체의 시스템을 교체하는 것이 아니라 카메라 헤드부분만을 교체하여 사용할 수 있으므로 실용적이며 관리 유지비용이 많이 절감 될 것으로 기대된다.

• Steel and Composite Structures
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• 제31권6호
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• pp.575-589
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• 2019

The main focus of this study is to numerically investigate the influence of strong earthquake and tsunami-induced wave impact on the response and behavior of a cable-stayed steel bridge with large caisson foundations, by assuming that the earthquake and the tsunami come from the same fault motion. For this purpose, a series of numerical simulations were carried out. First of all, the tsunami-induced flow speed, direction and tsunami height were determined by conducting a two-dimensional (2D) tsunami propagation analysis in a large area, and then these parameters obtained from tsunami propagation analysis were employed in a detailed three-dimensional (3D) fluid analysis to obtain tsunami-induced wave impact force. Furthermore, a fiber model, which is commonly used in the seismic analysis of steel bridge structures, was adopted considering material and geometric nonlinearity. The residual stresses induced by the earthquake were applied into the numerical model during the following finite element analysis as the initial stress state, in which the acquired tsunami forces were input to a whole bridge system. Based on the analytical results, it can be seen that the foundation sliding was not observed although the caisson foundation came floating slightly, and the damage arising during the earthquake did not expand when the tsunami-induced wave impact is applied to the steel bridge. It is concluded that the influence of tsunami-induced wave force is relatively small for such steel bridge with large caisson foundations. Besides, a numerical procedure is proposed for quantitatively estimating the accumulative damage induced by the earthquake and the tsunami in the whole bridge system with large caisson foundations.

• 대한토목학회논문집
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• 제34권3호
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• pp.747-754
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• 2014

마할라노비스 거리 이론에 기초한 통계적 패턴 인식 기술은 안정된 외부하중에 대한 구조물 상태 평가에 대한 유용성에도 불구하고 지진과 같이 큰 변동성의 외부하중에 대한 구조물의 건전도 모니터링에는 취약하다. 손상은 일반적으로 손상되지 않은 구조물의 측정된 값의 평균과 손상된 구조물의 측정값 사이의 차이에 의해 결정된다. 외부 하중의 변동성이 커질수록 더 큰 차이가 발생하고, 이는 손상으로 인식되기 쉽다. 본 논문에서는 이러한 문제를 극복하고 불확실한 외부 하중을 받는 구조물을 지속적으로 모니터링 할 수 있도록 외부 변동성을 감소시키기 위해 마할라노비스 거리 이론을 수정한 통계적 패턴 인식 기술인 개선된 마할라노비스 거리 이론을 개발하였다. 이 방법은 일반적인 임의의 하중과 지진하중에서 정확하게 사장교의 건전도를 평가하는 것을 실험적으로 확인 하였다. 그 결과, IMDT는 손상되지 않은 케이블로부터 획득한 데이터로 손상된 케이블에 의한 구조물의 손상을 파악하는 데 유효한 것을 확인하였다. 따라서 변동성을 지닌 외부하중에 의한 교량의 건전도 모니터링에 효과적으로 적용할 수 있음을 입증하였다.

• 한국안전학회지
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• 제28권2호
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• pp.21-25
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• 2013

The purpose of this study is to provide basic data for the safety assessment of a water purifier when water leaks due to inappropriate maintenance and the examination of the cause of accidents related to the leak. Due to its inspection and management by non-specialists, if a leak occurs in a water purifier with the water level controller being inclined, it may result in the failure of the compressor, power supply line, PCB, etc. The analysis of the thermal diffusion pattern of water purifier compressors using a thermal image camera shows that its maximum temperature was approximately $80^{\circ}C$. In addition, its operating current was a maximum of 13 A and the system's operating current was approximately 1.7 A after the compressor was charged. It was found that the housing type power cable cover of the compressor had the effect of preventing electric shock but has poor flame resistance. Furthermore, the performance of the overload protector, PTC relays, etc., was excellent but they have potential for problems as metallic terminals were exposed, resulting in the potential of a safety related accident. The terminals and their surface damaged by the tracking showed a trace of carbonization and the resistance between terminals was measured to be approximately $8{\Omega}$. In addition, while the tracking was proceeding, the fuse and circuit breaker installed for system protection did not operate.

• 한국건축시공학회지
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• 제13권6호
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• pp.513-521
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• 2013

This study aimed to examine whether heat curing methods of concrete subjected to $-10^{\circ}C$ could be effective by varying the combination of heating cable and surface heat insulations. Three different concrete specimens incorporating 30% fly ash with 50% W/B were fabricated to simulate wall, column and slab members with dimensions of $1600{\times}800{\times}200$ mm for slab, $800{\times}600{\times}200$ mm for wall and $800{\times}800{\times}800$ mm for column. For heat curing combinations, Type-1 specimens applied PE film for slab, plywood for wall and column curing. Type-2 specimens applied double layer bubble sheet (2LB) and heating coil for slab, and 50 mm styrofoam for wall and column curing. Type-3 specimen applied 2LB for slab, electrical heating mat for wall and column inside heating enclosure. The test results revealed that the temperature of Type 1 specimen dropped below $0^{\circ}C$ beginning at 48 hours after placement due to its poor heat insulating capability. Type 2 and 3 specimens maintained a temperature of around $5{\sim}10^{\circ}C$ after placement due to favorable heat insulating and thermal resistance.

• 한국지능시스템학회논문지
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• 제17권4호
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• pp.534-539
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• 2007

본 논문에서는 저압 배선 진단 시스템 개발을 위한 지능형 차단 시스템을 제안한다. 제안된 배선 진단 시스템은 TFDR(Time-Frequency Domain Reflectometry) 알고리즘을 통해 배선이 어떤 상태인지를 보여 주는 시스템이다. 그리고 제안된 진단 시스템으로부터 얻은 신호를 분석하여 이상 종류에 따라 분류하는 시스템을 통해 지능형 차단 시스템을 제안한다. 일반적으로, TFDR을 통해 알아 낼 수 있는 이상의 종류는 damage, open 그리고 short 이다. 각 상황에 대한 효율적인 분류를 위하여 IF-THEN 규칙에 기반 한 분류기가 사용된다. 기존 TFDR이 수행되었던 통신선 케이블의 실험 데이터에 기반 한 실험을 통해 본 제안 내용의 우수성을 보이게 된다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2013년도 춘계 학술논문 발표대회
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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.

• 한국국방경영분석학회지
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• 제36권3호
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• pp.83-93
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• 2010

본 논문에서는 훈련용 워게임모델의 근접전투 피해평가를 위한 새로운 근접전투전문가시스템을 제안하였다. 군에서 사용하고 있는 워게임모델에서 피해평가 모의논리는 아주 중요한 모의가능이다. 현재, 육군의 군사단급 워게임모델인 창조21 모델에서는 근접전투 피해평가의 핵심기능이 창조21 모델에서 계산되지 않고, 공개소스와 내부논리를 알 수 없는 미군에서 제작한 근접전투전문가시스템(일명 COBRA)에서 별도로 계산되고, 이 결과가 네트워크를 통해 창조21 모델로 전송되어 근접전투에 대한 피해평가가 이루어진다. 본 논문에서는 COBRA를 대체할 수 있는 근접전투전문가시스템을 의사결정나무를 이용해서 제안하였다. 제안하는 시스템은 실험결과 COBRA와 유사한 성능을 보였고, 시스템의 계산량이 적었고 군사작전 상황에 적합하였다.