• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2011년도 추계학술대회 논문집
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• pp.221-226
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• 2011

The structural integrity of APR1400 reactor vessel internals has been being assessed referring the US Nuclear Regulatory Commission regulatory guide 1.20 comprehensive vibration assessment program. The program is composed of a vibration and stress analysis, a limited vibration measurement, and an inspection. This paper covers the vibration and stress analysis on the reactor vessel internals due to the pulsation of reactor coolant pump. 3-dimensional models to calculate the hydraulic loads and structural responses were built and the pressure distributions and the structural responses were predicted using ANSYS. The peak stress of the reactor vessel internals is much lower than the acceptance limit.

• 한국소음진동공학회논문집
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• 제24권4호
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• pp.282-288
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• 2014

Three-dimensional multimedia industry such as 3D TV, movie and broadcast has been developed vividly. For generating 3D contents with high quality, virtual auditory display, so called VAD, is being researched to offer more realistic experience to listeners. When people render VAD using headphones or two speakers, head-related transfer function(HRTF) plays a key role. The best solution is measuring all individuals' HRTFs, but it is hard to measure all listeners' HRTFs. To overcome this difficulty, many research groups have tried to construct their own measurement system and to build HRTF databases. However, some of them have not enough subjects or spatial resolution and they are mainly focused on Caucasian. There exists difference between Korean and Caucasian in a view of physical features. In other words, if Koreans hear three-dimensional sound rendered by HRTF database based on Caucasian, performance might be hindered. To verify this possibility and remedy the drawbacks, construction of new HRTF database aimed at Korean is needed. Therefore, our laboratory built HRTF measurement system which can measure HRTF of three-dimensional space with dense spatial resolution. With this system, 55 Korean males and 45 females' HRTFs were measured and Korean HRTF database was built based on these data.

• Structural Engineering and Mechanics
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• 제71권2호
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• pp.131-138
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• 2019

It is necessary to predict subway induced vibration if a new subway is to be built. To obtain the vibration response reliably, a three-dimensional (3D) FEM model, consisting of the tunnel, the soil, the subway load and the building above, is established in MIDAS GTS NX. For this study, it is a six-story frame structure built above line 3 of Guangzhou metro. The entire modeling process is described in detail, including the simplification of the carriage load and the determination of model parameters. Vibration measurements have been performed on the site of the building and the model is verified with the collected data. The predicted and measured vibration response are used together to assess vibration level due to the subway traffic in the building. The No.1 building can meet work and residence comfort requirement. This study demonstrates the applicability of the numerical train-tunnel-soil-structure model for the serviceability assessment of subway induced vibration and aims to provide practical references for engineering applications.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 1997년도 추계학술대회 논문집
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• pp.233-236
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• 1997

In modem industry, the accuracy and the surface-finish requirements for machined parts have been becoming ever more stringent. Optical method in measurements is playing an important role in vibration measurement, crack and defect detection and surface topography with the advent of opto-mechatronics. In this study, the principle of the general confocal microscope is introduced for surface measurement, and the advanced confocal microscope that has better measuring speed than the traditional confocal microscope is developed. A study on improving the resolution of the advanced confocal microscope is followed. Finally, Software for data acquisition and analysis of various parameters in surface geometrical features has been developed.

• 터널과지하공간
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• 제10권3호
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• pp.481-485
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• 2000

지반진동을 차단하기 위한 방법으로 방진구가 효과적이지만 대부분의 구조물은 암반 위에 건설되어 있으므로 방진구를 설치하여 진동전파경로를 차단하는 것은 무리가 된다. 그러므로 천공기를 이용하여 방진공을 형성하여 발파진동을 차단하려는 사례가 늘어나고 있는 실정이다. 본 연구에서 2차원 지반모델에 설치된 방진공의 발파진동차단효과를 수치 해석적으로 분석하기 위해 이산요소해석프로그램 (UDEC)을 이용하여 동적 해석을 수행하였으며 이와 비슷한 조건으로 현장실험에 적용하였다.

• 한국음향학회지
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• 제16권6호
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• pp.41-47
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• 1997

성덕대왕 신종에 대한 연구 초점 중의 하나로 2개의 근접한 주파수에 의해 발생되는 맥놀이 현상을 들 수 있다. 본 논문은 이러한 맥놀이 현상이 종의 어떠한 진동형태로부터 기인하는지를 실험데이터를 이용해 살펴보고 있다. 진동신호의 측정은 종 표면에 고르게 분포된 108개의 지점에서 가속도계를 이용해 측정하였다. 시간 영역과 주파수 영역엣 각각 신호를 분석하였으며, 800Hz 이내에 존재하는 12개의 측정된 모우드 형태를 그림으로 나타내었다.

• 한국소음진동공학회논문집
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• 제23권4호
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• pp.308-314
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• 2013

The vibration and stress analysis program of comprehensive vibration assessment program(CVAP) is to theoretically verify the structural integrity of reactor vessel internals(RVI) and to provide the basis for selecting the locations monitored in measurement and inspection programs. This paper covers the applicability of the vibration and stress analysis method of APR1400 RVI CVAP. The analysis method was developed to use 3-dimensional detail hydraulic and structural models with ANSYS and CFX. To assess the method, the hydraulic loads and structural reponses of OPR1000 were predicted and compared with the measured data in the OPR1000 RVI CVAP. The results predicted with this method were close to the measured values considerably. Therefore, the analysis method was developed properly.

• International Journal of Naval Architecture and Ocean Engineering
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• 제3권2호
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• pp.126-135
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• 2011

In this study, numerical analysis was carried out by using the finite element method to construct the first mode shape of damaged stiffened plates, and the damage locations were detected with two-dimensional discrete wavelet analysis. In the experimental analysis, four different damaged stiffened structures were observed. Firstly, each damaged structure was hit with a shaker, and then accelerometers were used to measure the vibration responses. Secondly, the first mode shape of each structure was obtained by using the wavelet packet, and the location of cracks were also determined by two-dimensional discrete wavelet analysis. The results of the numerical analysis and experimental investigation reveal that the proposed method is applicable to detect single crack or multi-cracks of a stiffened structure. The experimental results also show that fewer measurement points are required with the proposed technique in comparison to those presented in previous studies.

• 한국측량학회지
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• 제29권6호
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• pp.561-568
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• 2011

본 연구는 근거리 사진측량기법을 이용하여 사면모형 진동실험시 사면모형 지표부 및 내부에 발생하는 변위와 사면파괴시 형상을 측정하는 것을 목적으로 한다. 사면모형 챔버와 사면모형에 원형타겟과 구형타겟을 설치하고 일정 시간간격으로 지진파를 가하였으며 사면모형이 파괴될 때까지 각 단계별로 사진을 촬영을 실시하였다. 촬영된 사진은 영상처리기법을 이용하여 타겟의 중심점을 자동으로 추출하였으며 표정 및 광속조정을 통해 타겟의 3차원 좌표값을 계산하였다. 실험결과 각 실험단계에서 변위량을 정밀하게 측정할 수 있었으며 타겟의 거동 및 파괴형상을 3차원으로 표시함으로써 사면 안정성 평가를 위한 모형실험시 기초자료로 활용할 수 있었다.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2002년도 춘계학술대회 논문집
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• pp.688-694
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• 2002

As a tool for strain measurement to work with screw driven or hydraulic material test systems, in which mechanical vibration is inherent, SSDG(Speckle Strain/Displacement Gage), ESP(Electronic Speckle Photography) and its 3-dimension version SDSP are investigated for the theory and practical appliance. Through tension test of steel strips, their validity and shortcomings are examined. As the results, it has been shown that, although SSDG and ESP provide direct measurement of in-plane strain in one direction, they are so sensitive to the out-plane displacement. On the other hand, SDSP which is aided with DIC (Digital Image Correlation) technique to trace the movement of the speckles provides not only in-plane 2-dimensional displacement field, but also out-of-plane displacement simultaneously. However, because the DIC is time-consuming, not automated yet and it needs post-processing to evaluate strain from the displacement field, SDSP appears to be not adequate as a real time sensor.