• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 1995.04a
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• pp.318-321
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• 1995

원자력 발전소의 안전성 보장 및 신뢰성 향상을 위하여 시운전 단계에서 원자력 발전소내 안전등급에 해당하는 배관계통의 상태 확인을 위하여 각종시험을 하도록 되어있다. 특히 새로운 설계기념, 크기 또는 용량을 갖는 원자로 모델에 대해서는 필수적으로 건전성 평가를 하게 되었다. 이를 위해 발전소 건설기간에 시행하는 고온 기능시험 중에 원자로 주변 주요 시스템인 원자로 냉각재 루프 계통에 대한 건전성 확인을 위해 압전형 고온 가속도 센서를 이용하여 정상운전상태의 진동을 측정하여 시스템 진동거동을 규명하였다. 배관시스템의 일상운전상태는 유체의 흐름과 기기운전이 일정한 정상상태와 펌프의 기동 또는 정지 및 밸브의 급격한 개폐등으로 발생하는 과도상태로 나눌 수 있다. 따라서 두 가지 상태의 진동을 측정해야 한다. 배관계통은 정상운전 상태로 설계수명을 유지할 수 있어야 하므로 정상진도잉 최소화 되어야 한다. 진동 평가기준은 배관재질의 응력(S/N 커브) 곡선을 참조하여 설계수명내에 손상이 일어나지 않도록 재료의 허용응력을 산정하고 이를 진동변위로 환산하여 정한 것이며 이 값에 측정 데이타를 비교하여 1차계통 배관의 건전성을 확인하였다.

• Proceedings of the Korean Nuclear Society Conference
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• 1997.05b
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• pp.46-51
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• 1997

최근 경수로 핵연료 손상 원인 중의 하나인 연료봉 마모(Fretting Wear)가 지지격자의 스프링력 저하뿐만 아니라 원자로 냉각재 유동에 기인한 집합체 진동(Self-excited Fuel Assembly Vibration)에 의해 유발될 수 있는 것으로 밝혀져 해외 연료공급자들은 새로운 연료개발시 집합체 유동시험을 수행하여 냉각재 유동에 의한 집합체 진동 여부를 확인하고 있다. 본 연구에서는 경수로 핵연료집합체에 대한 모드해석 및 진동시험으로부터 고유진동수 및 진동모드형태를 구하여 모의 집합체 유동시험 결과와 비교 평가하였고 냉각재 유동에 의해 과도한 집합체 진동이 발생됨을 확인하였으며 가연성흡수봉집합체를 삽입한 경우에 대한 유동시험 결과와도 비교하였다. 또한, 이들 집합체의 진동 변위량과 손상 연료의 마모량 분포의 상관성을 비교 평가하였다.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 2012.04a
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• pp.680-681
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• 2012

• Transactions of the Korean Society for Noise and Vibration Engineering
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• v.17 no.7 s.124
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• pp.624-631
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• 2007

PFA (power flow analysis) has been recognized as a useful method in vibration analysis of medium-to-high frequency ranges. Until now, PFA method has been developed for steady-state vibration problems. In this paper, PFA method has been expanded to transient problem. New energy governing equations are derived considering time dependent terms in beam and plate. Analytic solutions of those equations are found in simple beam and plate, and are verified by comparing with modal solutions.

• Journal of the Korean Institute of Gas
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• v.13 no.1
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• pp.9-13
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• 2009

A cause of noise and vibration which come from a Combustion of gas heater are a combustion roar and Combustion oscillation. A character of a combustion roar is that sound pressure is distribute with broad band frequency. otherwise, The presence of combustion oscillation caused by positive Feed Back in Combustion Chamber break out a noise and vibration. Accordingly, The method that be solved a noise and vibration is to make each natural frequency different frequency. first, in order to solve problem, we control ratio of fuel and air. that is, Keep away resonance. second, in order to changing natural frequency of Combustion Chamber, We changed the shape of Economizer.

• Tunnel and Underground Space
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• v.18 no.4
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• pp.280-288
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• 2008

Since blast-induced vibration may cause serious problem to the rock mass as well as the nearby structures, the prediction of blast-induced vibration and the stability evaluation must be performed before blasting activities. Dynamic analysis using measurement vibration waveform which is measured by bore hole blasting or test blasting has been increased recently in order to analyze the effect of the blast-induced vibration. The waveform made by bore hole blasting has the similar vibration level and duration to those the waveform of sing hole has. However, there can be a little difference in attenuation characteristics with the blast induced vibration waveform in the field. Through the superposition modeling of single hole waveform, I obtained the vibration waveform on the blasting condition changes and conducted dynamic analysis using this waveform in this study.

• Journal of the Earthquake Engineering Society of Korea
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• v.2 no.1
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• pp.11-21
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• 1998

During an earthquake, there are three main components of excitation : horizontal excitation of the ground, vertical excitation of the pile due to superstructure feedback produced by vertical excitation of the ground, and the seawater excitation induced by the vertical ground shaking, that is, "the seaquake." These excitations could have effects on the soil plugs in open-ended pie piles installed at offshore sites. In this study, seaquake excitation induced by the vertical ground shaking was simulated by pulsing the water pressure at the seabed. During a seaquake, due to the induced excess porewater pressure and pressure gradients in the soil, the capacity of open-ended pipe piles installed in a simulated sea depth of greate than 220 m was reduced serevely and the soil plugging resistance was degraded by more than 80% The soil plug was failed because of eh upward seepage forces that developed in the soil plug due to excess pore water pressure produced in the bottom of the soil plug during the seaquake, The compressive capacity of ar open-ended pile in a simulated sea depth of less than 220 m was reduced only by about 10% and the soil plug resistance was degraded by less than 5%.s than 5%.

• Transactions of the Korean Society for Noise and Vibration Engineering
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• v.25 no.5
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• pp.321-328
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• 2015

In recent years, there has been an increasing demand to apply the new IACS(International Association of Classification Societies) standards for ice and polar-classed ships. For ice-class vessel propulsion system, the ice impact torque design criterion is defined as a periodic harmonic function in relation to the number of the propeller blades. However, irregular or transient ice impact torque is assumed to occur likely in actual circumstances rather than these periodic loadings. In this paper, the reliability and torsional vibration characteristics of a comparatively large six-cylinder marine diesel engine for propulsion shafting system was examined and reviewed in accordance with current regulations. In this particular, the transient ice impact torque and excessive vibratory torque originating from diesel engine were interpreted and the resonant points identified through theoretical analysis. Several floating ice impacts were carried out to evaluate torque responses using the calculation method of classification rule requirement. The Newmark method was used for the transient response analysis of the whole system.

• Current Research on Agriculture and Life Sciences
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• v.4
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• pp.95-101
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• 1986

A computer-controlled automatic vibratory tillage test equipment which attained minimum draft and power was developed. Three control program modes were developed and tested with this equipment. A computer simulation investigated the control performances of the above modes with the following primary results. 1) All of the three control modes converged to the same steady state when the velocity ratio was kept constant. 2) The control mode in which the blade frequency was twice of the soil shearing frequency (frequency control mode) showed optimum control with minimum draft and power, and also had greatest velocity convergence. 3) Results of the simulations showed the frequency control mode to have achieved the best control performance. The fluctuation of the draft reduction was less than 10% at various cutting depths and soil moistures.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 2010.10a
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• pp.309-309
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• 2010

한국은 산과 강이 많고 평야가 적은 지형적 특성상 터널 구간, 교량 구간 등이 많고 철도 차량이 이러한 구간들을 통과할 때 차량 내부에서 발생되는 과도 소음 또한 자주 발생하게 된다. 정상상태에서 소음에 비하여 과도상태에서 소음은 특성이 급격히 변화하여 승객들에게 더욱 큰 성가심을 유발할 수 있다. 특히 국내에서 운행중인 KTX 와 KTX 산천과 같은 고속철도의 경우 빠른 운행 속도로 인하여 과도 소음의 정도 또한 높아지게 된다. 따라서 더욱 정숙한 승객들의 승차 환경을 조성하기 위하여 과도상태에서의 실내소음 특성분석은 그 중요성이 더욱 커지고 있다. 본 연구에서는 고속철도가 감속 가속할 때, 터널을 통과할 때, 교량 위를 운행할 때, 차량이 교행할 때 등의 과도 상태에서의 실내 소음 특성을 음질평가의 방법으로 분석하고 정상상태에서의 소음 특성과 비교하였다.