• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2001년도 추계학술대회 논문집
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• pp.220-226
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• 2001

It is important to estimate exactly wave forces acting on various types of offshore structures under the severe environmental conditions in the ocean site. This paper presents an easy experimental method which deals with transient waves. The proposed scheme made it possible to generate breaking waves at any position in the wave tank by changing the maximum slope of the component waves. The theoretical and experimental methods were investigated by generating concentrated waves which acted on a single and multiple cylinders. The waves forces increased rapidly when the models encountered breaking waves. The theoretical results underestimates the forces due to breaking waves. Therefore, the effects due to breaking waves should be considered carefully in the design process of a structure under the influence of breaking waves.

• 한국해양공학회지
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• 제15권4호
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• pp.8-13
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• 2001

It is important to estimate exactly wave forces acting on various types of offshore structures under the severe environmental conditions in the ocean site. This paper presents an easy experimental method which deals with transient waves. The proposed scheme made it possible to generate breaking waves at any position in the wave tank by changing the maximum slope of the component waves. The theoretical and experimental methods were investigated by generating concentrated waves which acted on a single and multiple cylinders. The waves forces increased rapidly when the models encountered breaking waves. The theoretical results underestimates the forces due to breaking waves. Therefore, the effects due to breaking waves should be considered carefully in the design process of a structure under the influence of breaking waves.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2002년도 추계학술대회논문집
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• pp.517-522
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• 2002

The frequency response function(FRF) of each substructure is used for the transfer function synthesis method(TFS). The dynamic characteristics of the full system are obtained by synthesizing FRFs of each substructure. The validation of TFS depends on accuracy for FRF of each substructure. Impact hammer testing is widely used to obtain the modal characteristics of structures. However, the FRF obtained from impact hammer testing contains several errors, such as finite record length error and leakage error of which characteristic depends on data acquisition time which we call record length. In this paper, a method to remove these errors is proposed so as to enhance results of TFS. Numerical examples show that the FRF of full structure can be predicted exactly by the method proposed in this paper.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2002년도 추계학술대회논문초록집
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• pp.354.2-354
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• 2002

The frequency response function(FRF) of each substructure is used in the transfer function synthesis method(TFS). The dynamic characteristics of an entire system are obtained by synthesizing results of substructures. The accuracy of TFS will depend on that of FRF of each substructure. The impact hammer testing is widely used to obtain the modal characteristics of substructures. (omitted)

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 1995년도 추계학술대회논문집; 한국종합전시장, 24 Nov. 1995
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• pp.68-73
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• 1995

반사음이 포함된 신호의 계측을 통하여 원음의 크기와 반사계수의 크기, 지연시간 등의 추출을 수치적 예를 사용하여 규명해 보았다. 반사계수의 측정시, 폐쇄된 음장에서는 정상파비로 표시되는 단일 주파수 신호를 사용하는 것이 실제 계측시 가장 손쉬운 방법이며, 광역의 주파수 성분에 걸쳐 그 값을 파악할 필요가 있는 경우에는 켑스트럼 상에서 반사파의 효과가 원음과 확연히 구분되는 신호를 사용하는 것이 신호처리 과정에서 불필요한 부담을 제거시켜 준다. 개방 음장에서는 반사파가 1개 밖에 포함되지 않으므로 이 경우에는 PSD 상의데이터 처리를 통하든지 또는 캡스트럼의 재편집을 통하여 원음의 크기와 성분 그리고 반사계수 등을 손쉽게 추출해 낼 수 있다. 광대역 주파수 성분을 가진 음원을 계측에 사용할 경우에는 comb lifter의 적용에 보다 세심한 주의를 기울일 필요가 있으며 켑스트럼 상의 추가 충격응답함수의 식별에 보다 더 합리적인 방법이 강구되어야 할 것이다.

• 소음진동
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• 제11권3호
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• pp.455-460
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• 2001

An exact spectrum wish no leakage error could be obtained when the period of the signal coincides perfectly with the record length. However, the record length will be determined regardless of the period of signal. The Leakage error due to this problem will gibe a distorted spectrum. In the conventional research, the method was proposed to estimate the three parameters, frequency, amplitude and phase angle, from the spectrum data for anundamped sinusoidal signal. In this paper, some techniques are proposed to estimate frequency, amplitude and damping ratios from the frequency response functions for damped signals. The validation of the proposed techniques is verified by several numerical examples.

• 한국전산구조공학회논문집
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• 제16권3호
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• pp.311-319
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• 2003

본 연구에서는 지수형 함수로 표현된 비선형 충격력을 받는 시스템의 동적 응답 정밀도를 향상시키고자 선형 충격력의 경우와 비교ㆍ검토하였다. Newmark 계열의 중앙법 알고리듬이 사다리꼴법과 같이 충격력이 없는 경우 모멘텀과 에너지 보존을 성립하도록 유도되었다. 중앙법, 사다리꼴법, 시간구간 종점 평가법((n+1)점 방법)을 선형 충격력에 적용하면 적분간격의 크기에 상관없이 보존성질을 만족하나, 비선형 충격력의 경우 모멘텀과 에너지 보존 상수값이 과소 또는 과대평가 되어졌다. 이러한 오차를 제거하고자 시간간격을 늘리면서 평가함수의 개수를 최소로 하는 다단계 방법중의 하나인 Simpson 1/3법을 사용하여 보존상수값의 정밀도를 향상시켰다. 아울러 유한회전을 포함한 유한운동을 해석할 때에도 제안된 알고리듬이 확정ㆍ적용될 가능성을 보여주고 있다.

• 한국소음진동공학회논문집
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• 제14권7호
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• pp.551-560
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• 2004

A method how to determine the shock response spectrum from the FRF of the statistical energy analysis( SEA ) is presented here. The system of 3 different Plates connected by bolt joints is selected simulating missile structural sections Joined together. First, the SEA model was rendered by SEA parameters which were determined from experimental SEA method. Then, the mobility power was input to the SEA model and we can verify the validity of the model in the medium to high frequency range checking the reproduction of output average velocity. And, the shock induced shock response spectrum(SRS) was obtained using SEA FRF and arbitrarily chosen experimental FRF. We have compared the thus obtained SRS with actually measured SRS and they were relatively in good agreement. In this paper, we used the measured SEA FRF and therefore we have got the SRS well agreed with actually measured SHS even in the low frequency range. If the SEA FRF of well verified SEA model is used, the good result will come out in SEA effective frequency range which is more important at SRS.

• 한국항공우주학회지
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• 제31권2호
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• pp.51-56
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• 2003

압전필름센서는 우수한 동적 감지 특성을 갖고 있어 복합재 구조의 저속충격을 모니터링하는데 유용하게 사용될 수 있다. 복합재 샌드위치 보에 대한 충격응답함수를 유도하였으며, 이를 충격시험와 비교하였따. 충격시험은 손상이 발생하지 않는 저에너지 조건에서 계측장치가 부착된 낙하식 충격시험기를 이용하여 수행하였다. 충격하중에 으한 샌드위치보의 거동을 예측하는 정방향 문제와 압전필름센서 신호로부터 충격력을 복원하는 역방향 문제에서 시험과 해석의 결과는 잘 일치하였다. 본 연구를 통하여 압전필름센서를 이용한 복합재 샌드위치 구조의 저속충격 모니터링 가능성을 확인하였다.

• 소음진동
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• 제4권3호
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• pp.337-343
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• 1994

A method of the leak detection from the pipe system by using accelerometer is proposed. The signal detected from accelerometer is proved experimentally to be a dispersive wave. Based on the experiments, a method using the narrow band pass filter and the unit impulse response function is analyzed. The method uses the characteristics of the unit impulse response function, that the function is available evenin the narrow band signal because, unlike the cross correlation, it is normalized by the auto spectrum. The accelerometer is quite easier to use than the hydrophone in adapting to the pipe system.