• Journal of Biosystems Engineering
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• 제22권1호
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• pp.41-48
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• 1997

A nondestructive quality inspection technique using acoustic impulse response method was studied to investigate the feasibility of egg shell inspection. An experimental system was built to generate impact force, to measure the response signal and to analyze the frequency spectrum. This system includes an impulse generating unit, an egg holding seat, a microphone with preamplifier, and a digital oscilloscope connected to Personal Computer by RS-232C interface. The factors such as impulse generating method, egg holding method, and sensor location were evaluated by analyzing the power spectrum density of the measured signal. The results obtained are summarized as follows : 1. From the sampled eggs, the proper conditions for detecting damaged eggs were found as followings; ceramic for the impact ball material, rubber for egg seat material, 20 degrees for an impact angle of pendulum, 10mm for the distance between egg and sensor, the sharp side for impacting part, and 180 degrees for the location of sensor. 2. Examination of the Fourier transformed analysis in beth normal and damaged eggs revealed that those factors such as the resonant frequency, a number of peak frequencies and the magnitude of power spectrum were important to detect damaged eggs.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2005년도 ICCAS
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• pp.664-669
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• 2005

In this note, we present a different asymptotes from the standard approximate lines of the Bode magnitude plot. Wherein the pseudo break frequency is defined in terms of coefficients of denominator and numerator polynomials of the transfer function instead of its poles and zeros. Several comparative examples are given. This result can be used for the characteristic ratio assignment(CRA) [1], [2] with frequency response requirements, which is a method of designing linear controller in parameter space.

• Geomechanics and Engineering
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• 제32권3호
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• pp.307-319
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• 2023

Ground fissures have a huge effect on the integrity of surface structures. In high-intensity ground fissure regions, however, land resource would be wasted and city building and economic development would be limited if the area avoiding principle was used. In view of this challenge, to reveal the seismic response and seismic failure characteristics of ground fissure sites, a shaking table test on model soil based on a 1:15 scale experiment was carried out. In the test, the spatial distribution characteristics of acceleration response and Arias intensity were obtained for a site exposed to earthquakes with different characteristics. Furthermore, the failure characteristics and damage evolution of the model soil were analyzed. The test results indicated that, with the increase in the earthquake acceleration magnitude, the crack width of the ground fissure enlarged from 0 to 5 mm. The soil of the hanging wall was characterized by earlier cracking and a higher abundance of secondary fissures at 45°. Under strong earthquakes, the model soil, especially the soil near the ground fissure, was severely damaged and exhibited reduced stiffness. As a result, its natural frequency also decreased from 11.41 Hz to 8.05 Hz, whereas the damping ratio increased from 4.8% to 9.1%. Due to the existence of ground fissure, the acceleration was amplified to nearly 0.476 m/s², as high as 2.38 times of the input acceleration magnitude. The maximum of acceleration and Arias intensity appeared at the fissure zone, which decreased from the main fissure toward both sides, showing hanging wall effects. The seismic intensity, duration and frequency spectrum all had certain effects on the seismic response of the ground fissure site, but their influence degrees were different. The seismic response of the site induced by the seismic wave that had richer low-frequency components and longer duration was larger. The discrepancies of seismic response between the hanging wall and the footwall declined obviously when the magnitude of the earthquake acceleration increased. The research results will be propitious to enhancing the utilizing ratio of the limited landing resource, alleviation of property damages and casualties, and provide a good engineering application foreground.

• 한국지진공학회논문집
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• 제24권3호
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• pp.123-128
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• 2020

Analysis of the 2016 Gyeongju earthquake and the 2017 Pohang earthquake showed the characteristics of a typical high-frequency earthquake with many high-frequency components, short time strong motion duration, and large peak ground acceleration relative to the magnitude of the earthquake. Domestic nuclear power plants were designed and evaluated based on NRC's Regulatory Guide 1.60 design response spectrum, which had a great deal of energy in the low-frequency range. Therefore, nuclear power plants should carry out seismic verification and seismic performance evaluation of systems, structures, and components by reflecting the domestic characteristics of earthquakes. In this study, high-frequency amplification factors that can be used for seismic verification and seismic performance evaluation of nuclear power plant systems, structures, and equipment were analyzed. In order to analyze the high-frequency amplification factor, five sets of seismic time history were generated, which were matched with the uniform hazard response spectrum to reflect the characteristics of domestic earthquake motion. The nuclear power plant was subjected to seismic analysis for the construction of the Korean standard nuclear power plant, OPR1000, which is a reactor building, an auxiliary building assembly, a component cooling water heat exchanger building, and an essential service water building. Based on the results of the seismic analysis, a high-frequency amplification factor was derived upon the calculation of the floor response spectrum of the important locations of nuclear power plants. The high-frequency amplification factor can be effectively used for the seismic verification and seismic performance evaluation of electric equipment which are sensitive to high-frequency earthquakes.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 1988년도 한국자동제어학술회의논문집(국제학술편); 한국전력공사연수원, 서울; 21-22 Oct. 1988
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• pp.943-946
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• 1988

A simple method is proposed for determining the frequency response function G(j.omega.) of a system using a pair of characteristic M-sequences (maximum length linear feed back shift register sequence). When a characteristic M-sequence is sampled with q$_{1}$ and q$_{2}$ both of which are coprime with N, where N is the period of the M-sequence, the obtained pair of sequences have conjugate complex frequency spectrum. Making use of this fact, two charcteristic M-sequences having conjugate complex frequency spectrum are applied to a system to be measured. Since the magnitude of spectrium of M-sequence is known, the gain of G(j.omega.) is directly obtained from the Fourier transform of the system output. The phase of G(j.omega.) is obtained simply by taking the average of the two phases of output spectrum.

• Structural Engineering and Mechanics
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• 제24권5호
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• pp.543-560
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• 2006

In this paper, first, the equations of motion for a rectangular isotropic plate have been derived. This derivation is based on the Von Karmann theory and the effects of shear deformation have been considered. Introducing an Airy stress function, the equations of motion have been transformed to a nonlinear coupled equation. Using Galerkin method, this equation has been separated into position and time functions. By means of the dimensional analysis, it is shown that the orders of magnitude for nonlinear terms are small with respect to linear terms. The Multiple Scales Method has been applied to the equation of motion in the forced vibration and free vibration cases and closed-form relations for the nonlinear natural frequencies, displacement and frequency response of the plate have been derived. The obtained results in comparison with numerical methods are in good agreements. Using the obtained relation, the effects of initial displacement, thickness and dimensions of the plate on the nonlinear natural frequencies and displacements have been investigated. These results are valid for a special range of the ratio of thickness to dimensions of the plate, which is a characteristic of the Multiple Scales Method. In the forced vibration case, the frequency response equation for the primary resonance condition is calculated and the effects of various parameters on the frequency response of system have been studied.

• 한국추진공학회:학술대회논문집
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• 한국추진공학회 2004년도 제23회 추계학술대회 논문집
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• pp.267-273
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• 2004

본 논문에서는 강한 압력파동에 구속된 액체 추진제 연소응답의 지배인자를 규명하고 비정상 거동 특성을 평가한다. 외부 압력섭동에 의해 교란된 탄화수소 계열 액체 추진제의 비정상 거동을 수치계산하고 연소응답의 관점에서 분석한다. 2상 사이의 평형을 고려한 1차원 액적기화 모델을 적용하고 압력파동은 인위적인 조화함수식으로 설정한다 외부 기상의 압력과 온도, 액적의 초기 직경과 내부온도, 외부 압력파동의 진폭과 구동 주파수 등 액체 로켓의 주요 설계인자 및 작동변수의 영향을 고찰한다. 본 연구를 통해 외부 압력파동의 구동 주파수와 외부 기상압력은 연소응답의 크기와 위상을 결정하는 지배인자임이 규명된 반면 외부 기상온도, 액적의 초기 직경과 외부온도 및 압력파동의 진폭 등은 연소응답과 약한 상관관계를 갖거나 그 영향이 미미하다. 기화열 섭동의 위상 및 액적표면과 내부의 파동에너지 전파특성이 연소응답의 크기와 위상을 결정한다.

• 한국음향학회지
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• 제30권6호
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• pp.303-307
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• 2011

본 논문에서는 주파수 영역에서의 주요 피크를 선정하고, 주파수 크기 응답에 따라 각기 다른 스텝 사이즈를 사용하는 QIM 오디오 워터마킹을 제안한다. 오디오 신호에 대해 사각 윈도우로 오버랩 없이 L샘플을 취하고 영교차율을 통해 해당 프레임에 워터마크 삽입 가능 여부를 판단 후 푸리에 변환을 통해 주파수 영역에서의 크기 응답을 구한다. 프레임 별 주파수 크기 응답의 최대값에 따라 스텝 사이즈를 결정하고 스펙트럼에서 주요 피크 n개를 검출하여 주변 샘플 w개를 포함한 $n{\times}(w+1)$개 샘플에 대해 QIM을 이용하여 워터마크를 삽입한다. 워터마크 검출은 유클리디안 거리 (Euclidean distance)를 이용한 블라인드 검출 방식으로 수행된다. 오디오 워터마크 벤치마킹을 통한 강인성 검증에서 대부분 강인한 특성을 보였다.

• 디지털콘텐츠학회 논문지
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• 제8권3호
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• pp.341-346
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• 2007

스피커는 전기적 입력 신호를 소리로 전달해 준다. 이 과정에서 특정 주파수에서 변형이 발생하게 되고 그 결과 소리도 변하게 된다. 본 논문은 스피커 출력이 오디오 대역에서 변형이 발생한 경우 이 주파수 대역을 보정하는 방법으로 DSP AMP를 스피커 유닛과 결합시킨 VADSM(Value-Added Digital Speaker Module)를 제안한다. VADSM은 EQ 조정 기능을 이용하여 소리의 변형이 발생한 주파수 대역의 이득을 조정함으로써 스피커 출력의 평탄한 응답 특성을 유지하도록 한다. VADSM은 DSP AMP를 스피커 유니트와 결합하여 스피커 모듈로 만들어지는데 EQ 조정값을 가지고 있어야 한다. 스피커 출력을 마이크로 입력받아서 FFT를 실행한 후 주파수 스펙트럼을 조사하여 주파수별 이득을 추출해 낸 후 VADSM의 EQ를 조정하도록 하는 시스템이다.