• Journal of the KSME
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• v.25 no.4
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• pp.304-311
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• 1985

원자력발전소는 사고시 주변의 인구 및 환경에 미치는 영향의 심각성을 고려하여 가능한 모든 안전조치를 취하여 설계. 건설되도록 하고 있다. 특히 원자로냉각재 계통의 배관이 그러하며 고도의 안전성 및 신뢰성을 확보하기 위하여 지진에 대해서도 구조적인 건전성이 입증되어야 한다. 일반적으로 지진하중에 대한 배관계통의 내진해석에서는 층응답스펙트럼에 의한 모우드 해석 방법이 이용되고 있다. 이 때 내진해석으로 얻어진 응답의 조합에는 신중한 고려가 필요 하다. 즉 배관계통의 특성, 입력지진의 특성, 계산에 고려하는 모우드의 수등을 감안하여 적절한 응답조합이 이루어져야 한다. 본 해설에서는 여러 가지의 응답조합방법과 해석시 고려되는 모 우드의 수를 제한함으로써 발생하는 오차를 보정하기 위한 누락질량효과(missing mass effect)에 대하여 설명하고자 한다. 또 두 가지의 해석모델에 대하여 실제 내진 해석을 수행하여 그 결 과를 비교검토하기로 한다.

• Proceedings of the Acoustical Society of Korea Conference
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• spring
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• pp.107-110
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• 2000

음성 신호는 시간에 따라 변하지만 일정 구간에서는 특성이 변하지 않는다고 가정하여 윈도우를 취해 단구간 분석을 한다. 이 때 윈도우의 적용은 필수적이다. 하지만 단구간 분석을 위해서 사용되는 윈도우에 의해 생기는 누설에너지 때문에 음성신호의 스펙트럼 정보가 왜곡되어 버린다. 본 논문에서는 스펙트럼 분석 시 발생되는 누설에너지를 최소화하는 방법을 제안하고자 한다. 음성신호에 고정된 크기의 rectangular Window를 취한 후 처음 샘플과 차이가 가장 작은 샘플을 프레임 크기의 3/4인 지점에서부터 검색하여 최소인 부분까지 시간 축 스케일링을 한 후 기존의 윈도우 크기와 같은 크기로 만든다. interpolation과 decimation을 조합하여 시간 축 스케일링을 한다. 이렇게 윈도우가 적용된 신호를 처리 후 위의 역 과정을 수행한다. 제안한 윈도우의 SNRseg는 rectangular window보다 평균 7.88dB 낮고, kaiser window보다 평균 1.65dB 높았다. 또한 제안한 윈도우의 SD는 rectangular window 보다 평균 $1.73dB^\2$ 낮았다.

• Korean Journal of Optics and Photonics
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• v.16 no.4
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• pp.297-303
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• 2005

We present the double resonance optical pumping(DROP) spectra according to the laser power, the polarization combination of lasers, and the alignment of lasers in the transition $5P_{3/2}-4D_{5/2}\;and\;5P_{3/2}-4D_{5/2}$ of $^{87}Rb.$ We observed obviously changing DROP spectrum according to the laser power in the transition $5P_{3/2}-4D_{5/2}$ involved the cycling transition. The laser power effects are attributed to the low optical-pumping-effect in the cycling transition. We observed changing DROP spectrum depending on the polarizations of the lasers. The laser polarization effects are attributed to the changing transition probability according to the polarizations of lasers. We compared the co-propagation with the counter-propagation and the spectral linewidths were 12.2 MHz and 6.9 MHz, respectively.

• Journal of the Earthquake Engineering Society of Korea
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• v.10 no.3 s.49
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• pp.65-75
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• 2006

Nonlinear pushover analysis is used to evaluate the earthquake response of building structures. To accurately predict the inelastic response of a structure, the prescribed story load profile should be able to describe the earthquake force profile which actually occurs during the time-history response of the structure. In the present study, a new modal combination method was developed to predict the earthquake load profiles of building structures. In the proposed method, multiple story load profiles are predicted by combining the modal spectrum responses multiplied by the modal combination factors. Parametric studies were performed far moment-resisting frames and walls. Based on the results. the modal combination factors were determined according to the hierarchy of each mode affecting the dynamic responses of structures. The proposed modal combination method was applied to prototype buildings with and without vertical irregularity. The results showed that the proposed method predicts the actual story load profiles which occur during the time-history responses of the structures.

• Journal of Korean Association for Spatial Structures
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• v.8 no.1
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• pp.57-67
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• 2008

In general, the response spectrum analysis(RSA) method is wifely used for seismic analysis of building structures, and the time history analysis(THA) is applied for computation of structural vibration caused by equipments, machines and moving loads, etc. However, compared with the RSA method, the THA method is very complex, difficult and time consuming. In this study, the maximum responses for the vertical vibration are calculated conveniently by the RSA method. At first, the process for the RSA in excitation is proposed, and the maximum modal responses are combined by CQC and SRSS methods. Also, the responses obtained by the two modal combination methods are compared to the responses by the THA. And the correlation coefficients for human activities is proposed, and the RSA responses obtained by used to the correlation coefficients are calculated. Finally, results of the proposed method are compared with those of the time history analysis and correlation coefficients should be considered for the RSA of floor structure subjected to group dynamic loads.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.29 no.6
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• pp.539-545
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• 2016

UPS system in the liquefied natural gas(LNG) receiving terminal is one of the fundamental equipment that need to sustain operation during earthquake. In this study, modal identification test of UPS system was performed based on IEEE Std. 693-2005 and natural frequencies and modal damping, mode shapes had been identified. In addition, tri-axial time history test was performed to check the behavior and stress of the equipment during earthquake. Eigenvalue analysis was performed and analysis model was modified by reflecting the results of the test. Static analysis by dead weight and response spectrum analysis were performed to compare the combined stresses with the stress results of test. Dynamic characteristics and combined stresses under seismic load condition of the improved analysis model were similar to the test results and in this regard the compatibility was proved.

• KSBB Journal
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• v.21 no.1 s.96
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• pp.59-67
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• 2006

2D spectrofluorometer produces many spectral data during fermentation processes. The fluorescence spectra are analyzed using chemometric methods such as principal component analysis (PCA), principal component regression (PCR) and partial least square regression (PLS). Analysis of the spectral data by PCA results in scores and loadings that are visualized in score-loading plots and used to monitor a few fermentation processes by S. cerevisae and recombinant E. coli. Two chemometric models were established to analyze the correlation between fluorescence spectra and process variables using PCR and PLS, and PLS was found to show slightly better calibration and prediction performance than PCR.

• Journal of the Korean Society of Radiology
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• v.17 no.1
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• pp.107-114
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• 2023

X-ray fluorescence analysis has been widely used in the field of science and industry because it gives information about elements and their concentrations without destruction of samples. To increase analysis accuracy of fluorescence generated by photons of the transmission-type X-ray tube for mixture and compound samples would be recommend to have strong energy near 10 keV and 20 keV simultaneously. Tungsten of 9.65 keV and molybdenum of 17.48 keV were considered as targets with dual deposition structure for obtaining two strong characteristic X-rays, and the transmission-type X-ray tube was analyzed using Geant4 Monte Carlo simulation. The W-Mo structure resulted in strong characteristic X-ray near 10 keV and 20 keV simultaneously. A structure with Mo-W multilayers of 5 ㎛ thick also gave optimal spectrum. Various material combination and thickness optimization for the dual-structured target can give X-ray spectrum with strong characteristic X-ray of specific energies.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.10 no.3
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• pp.1-6
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• 1990

The dynamic behaviour of a four-span continuous girder railway bridge subjected to multiple support excitations is investigated using the response spectrum method. Small-amplitude oscillations and linear-elastic material behaviour are assumed. Soil-structure interaction effects are disregarded and only the out-of-plane response of the bridge is considered. The results of the response spectrum analysis are compared with those from a time history analysis. Different combination rules for the superposition of modal maxima as well as supports are employed, such as square-root-of-sum-squares, double sum and p-norm methods.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.34 no.11
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• pp.1773-1778
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• 2010

To evaluate the structural integrity of the main cooling-water pump of a nuclear power plant under different seismic conditions, the seismic analysis was performed in accordance with IEEE-STD-344 code. The finite element computer program, ANSYS, was used to perform both mode frequency analysis and response spectrum analysis for the pump assembly. The natural frequencies, the mode shapes, and the mode participation factors were obtained from the results of the mode frequency analysis. The stresses resulting from various loadings and their combinations were within the allowable limits specified in the above-mentioned IEEE code. The results of the seismic evaluation fully satisfied the structural acceptance criteria of the IEEE code. Thus, it was proved that the structural integrity of the pump assembly was satisfactory.