• The Journal of Engineering Geology
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• v.23 no.4
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• pp.435-445
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• 2013

Since design response spectrum does not reflect local soil characteristics, site specific response spectrum of observed ground motions appears relatively higher than design response spectrum at high frequency range. These problems have been pointed out from the domestic seismic design industry. Among various estimation methods, this study used the method H/V ratio of ground motion for estimating site amplification. This method has been extended to background noise, Coda waves and S waves recently for estimating site amplification. This study applied this method to the background noise and Coda wave energy. This study analysed more than 267 background noises from 15 macro earthquakes including main Fukuoka earthquake (2005/03/20, M=6.5) and then compared to results from S waves, at 8 main domestic seismic stations. The results showed that most of the domestic seismic stations gave similar results to those from S waves. Each station showed its own characteristics of site amplification property in low, high and specific resonance frequency ranges. Comparison of this study to other studies using different method can give us much information about dynamic amplification of domestic sites characteristics and site classification.

• The Journal of the Acoustical Society of Korea
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• v.28 no.4
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• pp.299-307
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• 2009

In this study, the acoustical properties of micro-speaker had been studied as a function of diaphragm patterns. The diaphragm was divided into two sections, such as edge and dome sides. The pattern change at each side affected the tensile strength of diaphragm. As a result, the resonance frequency was varied with the change. With increasing the number of pattern at the edge side, it was increased at the first, but it reversed to the exponential decrease of that. It increased due to the increase of tensile strength to be caused by using "U" type of drill and whirlwind pattern, and decreasing of drill angle at the edge side. However, it was decreased due to the decrease of tensile strength to be by increasing the number of radiation pattern and dome hight, and decreasing the dome radius at the dome side.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.29 no.6A
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• pp.617-624
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• 2009

This study deals with the free vibrations of the elastica shaped arch with linear taper. The shape of elastica is obtained from the Bernoulli-Euler beam theory. Differential equations governing free vibrations of such arch are derived and numerically solved to determine natural frequencies, in which three kinds of taper type and two kinds of end constraint, respectively, are considered. For validating the theories presented herein, the frequency parameters obtained in this study are compared to those of SAP 2000. As results of the numerical analyses, effects of end constraint, taper type, slenderness ratio and section ratio on the lowest four non-dimensional frequency parameters are extensively investigated.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.28 no.1A
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• pp.125-133
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• 2008

According to longer and longer span, dynamic instability of stay cable should be prevented. Dynamic instability occurs mainly symmetric 1st mode and antisymmetric 1st mode in stay cable. Especially symmetric 1st mode has a lot of influence on sag. Therefore fundamental frequency of stay cable is different from that of taut sting. Irvine, Triantafyllou, Ahn etc. analyzed dynamic behavior of taut cable with sag through analytical technical and their researches give important results for large bounds of Irvine parameter. But each research shows mutually different values out of characteristic (cross-over or mode-coupled) point and each solution of frequency equations of all researchers can be very difficultly found because of their very high non-linearity. Presented study focuses on fundamental frequency of stay cable. Generalized mechanical energy with symmetric 1st mode vibration shape satisfied boundary conditions is evolved by Rayleigh-Ritz method. It is possible to give linear analytic solution within characteristic point. Error by this approach shows only below 3% at characteristic point against existing researches. And taut cable don't exceed characteristic point. I.e. high accuracy, easy solving techniques, and a little bit limitations. Therefore presented study can be announced that it is good study ergonomically.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 1994.10a
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• pp.250-255
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• 1994

본 논문에서는 응답함수가 속도, 가속도 신호인 경우 그 전달함수로부터 각 모우드의 상대적 중요도를 평가할 수 있는 방법을 개발하고자 한다. 또한 실제 실험에서와 같이 샘플링된 신호로부터 추정한 이산시간 전달 함수로부터 모우드의 상대적 중요도를 직접 평가할 수 있는 방법을 개발하고자 한다.

• Proceedings of the Korean Nuclear Society Conference
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• 1996.05d
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• pp.386-391
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• 1996

동경전력(주)가 도쿄만 근처에 건설한 높이-직경비가 비교적 큰 지진시험모델(TEPSCO모델)에 수행한 강제진동시험결과와 시험모델의 지진응답을 해석하고 분석하였다. 재료시험과 지반조사 결과를 이용하여 예측해석모델을 만들었고, 시험시에 계측된 측정치를 반영하여 예측해석모델을 수정하여 예측후상관해석모델을 작성하였다. 해석은 진동수영역과 시간영역에서 각각 이루어졌다. 연구결과로 TEPSCOT모델의 경우는 부지와 시험모델의 형상특성으로 인하여 지반의 재료감쇠비가 동적응답에 미치는 영향이 지배적이었음을 알 수 있었다.

• Computational Structural Engineering
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• v.8 no.1
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• pp.95-106
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• 1995

Noise and vibration induced by subway operation are one of the major factor that annoy residents living near the subway tracks. In general, lateral vibration is the major concern when we are considering vibration of a building. However, the vertical vibration is the major concern in considering the vibration induced by the subway operation. Analysis model for the vertical vibration of the structure should consider the effect of beam vibration. Thus, the same model used for the lateral vibration analysis can not be used for an analysis of vertical vibration of the structure. Appropriate analysis model which can consider the inertia force of the beam is necessary when analyzing a structure for the vertical vibration. Modeling technique for the vertical vibration analysis of structures has been studied on this paper. It is recommended to use one or more elements for columns and to use two or more elements for beams when analyzing structures for vertical vibration induced by subway operation.

• Tunnel and Underground Space
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• v.10 no.3
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• pp.486-491
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• 2000

Blasting vibrations velocity had been used to design blasting pattern and predict damage-possibility of structures. As vibration levels are currently required to estimate the damage concerning human-body and livestock, so measured vibration velocities must be transformed into vibration levels. In this study, the digital filter program was developed to transform measured data into vibration levels. Simple harmonic vibrations and measured data obtain by Blastmate series (Instantel Inc.) were applied to the digital filter program. As a result, simple harmonic vibrations and measured data were successfully transformed into vibration levels using the developed program. Measured data from any instrument with ASCII output-function will similarly be transformed into level units.

• Proceedings of the Korean Society for Rock Mechanics Conference
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• 2000.09a
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• pp.241-246
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• 2000

Blasting vibrations velocity had been used to design blasting pattern and predict damage-possibility of structures. As vibration levels are currently required to estimate the damage concerning human-body and livestock, so measured vibration velocities must be transformed into vibration levels. In this study, the digital filter program was developed to transform measured data into vibration levels. Simple harmonic vibrations and measured data obtained by Blastmate series (Instantel Inc.) were applied to the digital filter program. As a result, simple harmonic vibrations and measured data were successfully transformed into vibration levels using the developed program. Measured data from any instrument with ASCII output-function will similarly be transformed into level units.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 2014.10a
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• pp.13-15
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• 2014

최근 경제적인 연비와 효율적인 가동성, 배기가스 감소의 이유로 초임계압 보일러가 각광받고 있다. 하지만 보일러 연소로는 용접된 튜브로 구성되어 있기 때문에 연소 시 내부압력에 의해 발생되는 진동에 취약하여 이에 대한 진동안정성 평가가 필요하다. 본 논문에서는 CFD 기법을 기반으로 수행한 변동압력 해석과 단순화한 모델을 이용한 진동해석을 통하여 보일러 운전 시의 진동안정성 평가를 수행하였다. 변동압력해석은 정상상태 CFD 해석을 수행하고, 이를 이용한 음향모드 해석과 비정상상태 CFD 해석에서 변동압력을 추출하고, 음향모드 해석결과와 주파수 성분을 비교하여 검증하였으며 이를 진동해석 모델에 기진력으로 적용하여 보일러 연소로의 진동해석을 수행하였다. 진동해석 모델은 동특성을 고려한 등가물성치를 이용하여 연소로의 복잡한 구조를 단순화하였으며 buckstay 등의 방진구조를 구현하여 보일러의 진동안정성을 평가하는 기법을 정립하였다. 해석결과, 보일러 운전조건에서 비정상상태 CFD 해석을 통해 구한 변동압력과 진동해석을 통해 얻은 가속도 응답은 안정적 수준인 것으로 확인하였다. 이는 향후 유사한 보일러 안정성 평가에 적용이 가능하고, buckstay 등 보일러의 방진 구조 설계 및 평가에도 적용할 수 있음을 확인할 수 있었다.