• The Journal of the Institute of Internet, Broadcasting and Communication
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• v.13 no.2
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• pp.121-125
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• 2013

It is an analysis about electromagnetic wave which is generated from a Spark plug cable of Distributorless spark ignition system. In case of Distributorless spark ignition system, high frequency generation is an ignition coil and Spark plug cable and Spark plug could be activated with electromagnetic wave radiation antenna. I calculated a resonant frequency with HFSS by measuring length of Spark plug cable and Spark plug. The antenna was considered as ${\lambda}/4$ monopole antenna in this calculation. According to power spectrum measurement analysis of engine room radiated electromagnetic wave and calculated Resonant frequency, it is possible to find out that the Distributorless spark ignition system radiates high frequency energy in certain frequency band.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.26 no.1A
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• pp.55-65
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• 2006

This paper presents the closing analysis of a symmetric steel cable-stayed bridge erected by a free cantilever method. Two independent structural systems are formed before the closing procedure of a bridge is performed, and thus the compatibility conditions for vertical displacement and rotational angle are not satisfied at the closing section without the application of proper sectional forces. Since, however, it is usually impossible to apply sectional forces at the closing section, the compatibility conditions should be satisfied by proper external forces that can be actually applicable to a bridge. Unstrained lengths of selected cables and the pull-up force of a derrick crane are adjusted to satisfy nonlinear compatibility conditions, which are solved iteratively by the Newton-Raphson method. Cable members are modeled by the elastic catenary cable elements, and towers and main girders are discretized by linear 3-D frame elements. The sensitivities of displacement with respect to the unstrained lengths of selected cables and the pull-up force of the derrick crane are evaluated by the direct differentiation of the equilibrium equation. A Monte-Carlo simulation approach is proposed to estimate expected construction errors for a given confidence level. The proposed method is applied to the second Jindo Grand Bridge to demonstrate its validity and effectiveness.

• Journal of Advanced Navigation Technology
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• v.25 no.5
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• pp.313-319
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• 2021

In this paper, the ESS test based on the MIL-HDBK-344A is introduced, and the purpose of the ESS test of the guided missile internal cable, and the specification and test method are confirmed. The ESS test configuration consists of environmental stimulation of temperature circulation and random vibration. Based on the procedure in the handbook, the ESS test specification setting and test configuration of the guided missile internal cable are presented, and the jig for the ESS test of the guided missile internal cable for the vibration test was produced. The probability of detecting a defect determined through the screening strength(SS) was set to match the reliability of a one-time guided missile, and also introduced the inspection method and considerations for the cable inside the guided missile during the ESS test.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2010.04a
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• pp.339-342
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• 2010

본 논문에서는 유/무선 임피던스 계측을 통하여 현장 타설 콘크리트의 강도 발현 모니터링 기법을 개발하였다. 최근 많이 사용되고 있는 고강도 콘크리트의 경우 강도 발현이 제대로 되지 않으면 건설 중 취성 파괴가 일어날 우려가 있으므로 현장에서의 강도 발현 모니터링이 중요시 되고 있다. 하지만 기존의 콘크리트 강도 평가 방법은 고가의 장비가 필요하거나 복잡한 수학식을 통하여 이루어 졌기에 현장에서는 효율적으로 사용되기 힘들었다. 이에 압전 센서 기반 임피던스 측정을 통하여 콘크리트의 강도 발현을 모니터링하는 기법을 제안하였다. 구조물의 임피던스는 구조물 손상이나 강도 변화와 같은 구조물의 물성 변화 발생 시 공진주파수가 이동하는 특징이 있다. 이를 기반으로 콘크리트 구조물의 공진주파수 변화를 관찰하여 대상 구조물의 강도를 모니터링하는 기법을 개발하였으며 유/무선 임피던스 계측을 동시에 실시하여 무선 임피던스 측정의 유효성을 평가하였다. 그리고 고강도 콘크리트에서의 적용을 평가하기 위하여 설계 강도 30MPa, 100MPa의 콘크리트에 대하여 유/무선 임피던스 측정을 실시하였다. 이를 통해 본 논문에서는 무선 임피던스 계측을 이용하여 접근하기 어려운 곳이나 케이블 연결이 어려운 곳에서도 실시간으로 구조물의 강도 발현 모니터링이 가능한 시스템을 제안하였다.

• Journal of Korean Society of Steel Construction
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• v.19 no.4
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• pp.395-402
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• 2007

Probabilistic risk assessment was conducted on a hybrid cable-stayed bridge consisting of a steel-composite plate girder and a concrete girder with a long span, designed using the working stress design and strength design methods. The component reliabilities of the bridge's cables, pylons, girders, and steel-concrete conjunction were evaluated using the AFOSM(Advanced First Order Second Moment) algorithm and the simulation technique at the critical sections, based on the maximum axial force, shear, and positive and negative moments of the selected sections. For the analysis of system reliability, the hybrid cable-stayed bridge consisting of cables, pylons, and plate girders was modeled into combined failure modes, and for system reliability, the probabilities of failure and reliability index of the structural system were evaluated. Based on the results of this study, the critical failure modes of the hybrid cable-stayed bridge based on the bridge's structural characteristics are suggested, and the efficiency of the partial ETA technique for use in the risk assessment method was confirmed.

• Journal of Korean Association for Spatial Structures
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• v.4 no.3 s.13
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• pp.65-75
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• 2004

A shell structure, having a curvature with a curved surface, is an extremely efficient mechanical creation regard to the external load. A basic structural resistance mechanism is the structural system, which is resisted the out-of-plane direction load by in-plane forces using the structure's curvature. Therefore, it has a merit to make thin and lightweight large spacial structures using minimum materials. Among the large spare structural system, the rapid development of the membrane structures, cable structures and the hybrid structures are watched recently. But, this kind of structural system shows the unstable phenomenon by snap-through or bifurcation according to the shape of structure, and the understanding of the collapse mechanism by this phenomenon is very important to the design process. In this study, I investigated the unstable characteristics of the Geiger-type, Zetlin-type and flower-type hybrid cable dome structures, which is the lightweight hybrid structures using compression and tension elements continuously, according to the difference of structural system.

• Journal of Korean Society of Steel Construction
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• v.13 no.5
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• pp.599-608
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• 2001

Many papers which deal with the dynamic instability of shell-like structures under the STEP load has been published but there have been few papers related to the dynamic instability of hybrid cable domes. And also there are a few researches which treat the essential phenomenon of the dynamic buckling using the phase for investigating occurrence of chaos. In this study the indirect buckling of hybrid cable domes considering geometric nonlinearity are investigated numerically and compared it with the static critical load The dynamic critical loads are determined by the numerical integration of the geometric nonlinear equation of motion and the mechanism of the indirect buckling is examined by using the phase curves.

• Journal of Korean Society of Steel Construction
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• v.13 no.5
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• pp.587-597
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• 2001

The structural system that discreterized continuous shells is frequently used to make dome-type structures and these structures show the unstable phenomena by snap-through or bifurcation when a load level reaches certain critical value. The characteristic structural behaviour of a cable dome shows a strong nonlinearity and very sensitive according to the initial imperfection. In this study the shape finding problem by applying initial tension stress is investigated and using this the unstable phenomena of perfectly shaped and initially imperfected shape model by external forces are examined to grasp the unstable behavior of cable dome using the Geiger-type model.

• Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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• 2013.05a
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• pp.623-625
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• 2013

This signal can be distributed using a single USB cable, computer, video, audio, USB, LAN, one USB multi-signal transmission system was designed and implemented. USB multi-signal transmission was implemented in order to convert a single DVI, audio, and multiple USB, LAN, USB signal converter modules. This USB DVI port supports up to 1920 * 1090 resolution. USB multi-signal transmission system by sending multiple signals into a single cable installation costs of the various cable and using the replication feature of the screen, will provide schools and institutes, etc., providing the convenience of the river, and the scalability of computer peripheral ports.

• Proceedings of the KIEE Conference
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• 2008.11a
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• pp.189-190
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• 2008

최근 국내에서 345kV GIL(Gas Insulated Transmission Lines) 시스템의 실계통 도입이 검토되고 있다. GIL은 지중화 설치가 가능하지만 일반적인 지중케이블과 달리 도체와 외함이 모두 알루미늄으로 되어 있고, 도체 및 외함의 단면적이 매우 크며, 도체전류의 정격 또한 4000[A]에 육박하여 외한에 유기되는 순환전류 역시 상당할 것으로 사료된다. 또한, 접지방식 또한 일반 케이블 시스템과 다르게 되어 있다. 따라서, 본 논문에서는 GIL 시스템의 다양한 접지방식과 부하 불평형 상태를 가정하여 EMTP/ATP 시뮬레이션을 통하여 GIL 시스템의 외함 순환전류 특성을 파악하고자 한다.