• 제목/요약/키워드: Magnitude Spectrum

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원주 KSRS 지진 관측망에 기록된 지진과 폭발 식별 연구 (Discrimination between Earthquakes and Explosions Recorded by the KSRS Seismic Array in Wonju, Korea)

  • 정성주;제일영;강태섭
    • 지구물리와물리탐사
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    • 제17권3호
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    • pp.137-146
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    • 2014
  • 원주 KSRS 지진관측망을 이용하여 한반도 및 주변지역의 인공지진원을 식별하기 위한 연구를 수행하였다. 신호대 잡음비가 높은 자연지진 150개와 인공지진 56개를 선별하여 표본 집단을 형성하였다. 2차원 Pg/Lg 스펙트럼 진폭 비의 격자를 구성하여 지진원 식별이 용이한 최적의 주파수 영역으로 Pg(4-6 Hz)/Lg(5-7 Hz)을 도출하였다. 스펙트럼으로 부터 진폭에 대한 지진 규모와 진원 거리의 영향을 보정함으로써 식별 능력을 향상시키고자 하였다. 지진모멘트에 대한 모서리주파수의 역비례 관계로 인한 규모 의존 효과를 보정하기 위하여, Brune의 진원 모델을 가정한 이론 스펙트럼을 관측 스펙트럼에서 제거하였다. 진원 거리에 따른 감쇠효과를 제거하기 위하여, 최적의 감쇠상수를 계산하여 스펙트럼을 보정하였다. 지진파 전파 경로에 대한 보정으로 지역에 따라 스펙트럼 진폭 비가 달라지는 효과를 제거하였다. 자연지진과 인공지진 표본 집단 사이의 식별 정도를 각 보정 단계에서 Mahalanobis 거리 계산을 통하여 비교하였다. 규모와 거리 및 경로 보정 전후 두 표본 집단 사이의 Mahalanobis 거리가 1.98에서 3.01로 증가하여 식별 결과에 뚜렷한 향상이 있었다.

위상특성을 반영한 인공지진파 작성 (Artificial Generation of Seismic Wave Reflecting Information)

  • 연관희
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 2000년도 추계 학술발표회 논문집 Proceedings of EESK Conference-Fall 2000
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    • pp.91-97
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    • 2000
  • Once a response spectrum is estimated for the site, if there is a need of generating realistic earthquakes time histories considering seismic sources and path effects, one alternative is to use statistical phase characteristics based on real earthquake records other than assuming arbitrary duration and envelope curves. In this study, statistics of group delay times derived from Japanese strong earthquake data were used for phase generation to fully capture the stochastic property of earthquakes. The result shows that simulated earthquake time histories can be generated according to earthquake magnitude and distances with target response spectrum.

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한반도 남동부 미소지진을 이용한 응답스펙트럼 분석 (Analysis of Response Spectra using Microearthquakes of Southeastern Korean Peninsula)

  • 김연중
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 2000년도 추계 학술발표회 논문집 Proceedings of EESK Conference-Fall 2000
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    • pp.27-32
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    • 2000
  • Microearthquake records with magnitude 2.6~3.1 recorded in the southeastern part of the Korean peninsula during 1994~1998 are analyzed. Total of 42 records consisted of 12 events instrumented at 7 stations. The response spectra with the above data shows that the frequency range of the dominant response is about 10~25Hz and are compared with the standard response spectrum. The result implies that the characteristics of the microearthquake ground motion differ from those of standard response spectrum presented in US NRC Reg. Guide 1.60 especially at higher frequencies.

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Spectrum 강조특성을 이용한 음성신호에서 Voicd - Unvoiced - Silence 분류 (Voiced, Unvoiced, and Silence Classification of human speech signals by enphasis characteristics of spectrum)

  • 배명수;안수길
    • 한국음향학회지
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    • 제4권1호
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    • pp.9-15
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    • 1985
  • In this paper, we describe a new algorithm for deciding whether a given segment of a speech signal is classified as voiced speech, unvoiced speech, or silence, based on parameters made on the signal. The measured parameters for the voiced-unvoiced classfication are the areas of each Zero crossing interval, which is given by multiplication of the magnitude by the inverse zero corssing rate of speech signals. The employed parameter for the unvoiced-silence classification, also, are each of positive area summation during four milisecond interval for the high frequency emphasized speech signals.

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Subtraction of Smooth Foregrounds in Future 21-cm Observations

  • 조정연
    • 천문학회보
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    • 제37권1호
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    • pp.76.1-76.1
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    • 2012
  • One of the main challenges for future 21-cm observations is to remove foregrounds which are several orders of magnitude more intense than the HI signal. We propose a new technique for removing foregrounds of the redshifted 21-cm observations. We consider multi-frequency interferometer observations. We assume that the 21-cm signals in different frequency channels are uncorrelated and the foreground signals change slowly as a function of frequency. When we add the visibilities of all channels, the foreground signals increase roughly by a factor of N because they are highly correlated. However, the 21-cm signals increase by a factor of sqrt{N} because the signals in different channels contribute randomly. This enables us to obtain an accurate shape of the foreground angular power spectrum. Then, we obtain the 21-cm power spectrum by subtracting the foreground power spectrum obtained this way. We describe how to obtain the average power spectrum of the 21-cm signal.

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난각의 음향반응에 영향을 주는 인자 (Factors Affecting Acoustic Responses of Egg Shell)

  • 조한근;최완규
    • 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.

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고령자 보행 시 탄성저항운동이 지면반력 신호의 주파수 크기와 variability에 미치는 영향 (Elastic Resistance Exercise for the Elderly on the Magnitude of Frequency and Variability of Ground Reaction Force Signals during Walking)

  • 서세미;류지선
    • 한국운동역학회지
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    • 제18권4호
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    • pp.49-57
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    • 2008
  • 이 연구는 고령자를 대상으로 탄성저항운동을 수행하였을 경우 운동 전 후로 보행 시 지면반력 신호 크기와 이들의 variability에 어떠한 영향을 미치는 가를 구명하고자 하였다. 이를 위하여 여성 고령자 12명을 대상으로 12주간 탄성저항운동을 실시하였으며, 운동 전 후로 보행 시 3방향 지면반력 신호의 주파수 크기와 variability 값을 산출하였다. FFT(fast Fourier transform)를 이용하여 주파수 분석을 하였으며, PSD(power spectral density)를 계산하였다. 총 대상자들의 변이 계수(SD/Mean*100)을 이용하여 집단 간 variability를 계산하였다. 그 결과 다음과 같은 결론을 얻었다. 지면반력 신호의 주파수 크기는 좌우 방향에서 운동 전보다 운동 후에 작은 값을 보였으며, 통계적으로도 유의한 차이(p<.05)가 나타났다. 지면반력 신호의 variability에서는 좌우 방향에서 운동 전보다 운동 후에 큰 값이 나타났으며, 통계적으로도 유의한 차이(p<.05)가 나타났다.

The Development of Gamma Energy Identifying Algorithm for Compact Radiation Sensors Using Stepwise Refinement Technique

  • Yoo, Hyunjun;Kim, Yewon;Kim, Hyunduk;Yi, Yun;Cho, Gyuseong
    • Journal of Radiation Protection and Research
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    • 제42권2호
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    • pp.91-97
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    • 2017
  • Background: A gamma energy identifying algorithm using spectral decomposition combined with smoothing method was suggested to confirm the existence of the artificial radio isotopes. The algorithm is composed by original pattern recognition method and smoothing method to enhance the performance to identify gamma energy of radiation sensors that have low energy resolution. Materials and Methods: The gamma energy identifying algorithm for the compact radiation sensor is a three-step of refinement process. Firstly, the magnitude set is calculated by the original spectral decomposition. Secondly, the magnitude of modeling error in the magnitude set is reduced by the smoothing method. Thirdly, the expected gamma energy is finally decided based on the enhanced magnitude set as a result of the spectral decomposition with the smoothing method. The algorithm was optimized for the designed radiation sensor composed of a CsI (Tl) scintillator and a silicon pin diode. Results and Discussion: The two performance parameters used to estimate the algorithm are the accuracy of expected gamma energy and the number of repeated calculations. The original gamma energy was accurately identified with the single energy of gamma radiation by adapting this modeling error reduction method. Also the average error decreased by half with the multi energies of gamma radiation in comparison to the original spectral decomposition. In addition, the number of repeated calculations also decreased by half even in low fluence conditions under $10^4$ ($/0.09cm^2$ of the scintillator surface). Conclusion: Through the development of this algorithm, we have confirmed the possibility of developing a product that can identify artificial radionuclides nearby using inexpensive radiation sensors that are easy to use by the public. Therefore, it can contribute to reduce the anxiety of the public exposure by determining the presence of artificial radionuclides in the vicinity.

잔교식 말뚝 구조물의 응답스펙트럼해석 시 지진하중을 고려한 지반 스프링 모델 제안 (A Study of Soil Spring Model Considering the Seismic Load in Response Spectrum Analysis of Pile-Supported Structure)

  • 윤정원;김종관;이석형;한진태
    • 한국지반공학회논문집
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    • 제38권9호
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    • pp.5-17
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    • 2022
  • 최근, 잔교식 말뚝 구조물의 응답스펙트럼해석 시 지반-말뚝 상호작용을 모사하기 위해 가상고정점(virtual fixed point) 및 탄성지반스프링(elastic soil spring) 방법에 관한 몇몇 연구가 수행되어 왔다. 그러나, 가상고정점 방법 및 탄성지반스프링 방법의 경우 지진 가속도 크기에 따라 변하는 지반 스프링 강성을 적절히 고려할 수 없으며, 현재까지 이를 고려한 잔교식 말뚝 구조물의 응답스펙트럼해석에 관한 연구는 부족한 실정이다. 그러므로 본 연구에서는 지진 가속도 크기에 따라 변하는 지반 스프링 강성을 고려하여 응답스펙트럼해석을 수행하였으며, 기존에 제시된 가상고정점 및 탄성지반스프링 방법과의 비교를 통해 잔교식 말뚝 구조물의 동적 거동을 평가하였다. 실험 및 해석을 비교한 결과, 가상고정점 모델의 경우 모멘트 차이가 최대 117% 발생하였고, Terzaghi(1955) 탄성지반스프링 모델의 경우 모멘트 차이가 최대 21% 발생하였다. 반면, API(2000) p-y 곡선을 바탕으로 지진 가속도 크기에 따라 변하는 지반 스프링 강성을 고려하여 응답스펙트럼해석을 수행하는 경우 실험 및 해석의 모멘트 차이가 최대 4% 미만으로 도출되어 실험모델의 응답을 가장 적절히 모사하는 것으로 나타났다.

A Study on Fluctuating Pressure Load on High Speed Train Passing through Tunnels

  • Seo Sung-Il;Park Choon-Soo;Min Oak-Key
    • Journal of Mechanical Science and Technology
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    • 제20권4호
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    • pp.482-493
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    • 2006
  • The carbody structure of a high speed train passing through a tunnel is subjected to pressure fluctuation. Fatigue strength of the carbody structure against the fluctuating pressure loading should be proved in the design stage for safety. In this study, to get the useful information on the pressure fluctuation in the tunnel, measurement has been conducted during test running of KHST on the high speed line for two years. The measured results were analyzed and arranged to be used for carbody design. A prediction method for the magnitude and frequency of pressure change was proposed and the propagating characteristics of pressure wave was investigated. By statistical analysis for the measured results, a pressure loading spectrum for the high speed train was given. The proposed method can also be used to estimate the pressure loading spectrum for new high speed line at design stage combined with the results of train performance simulation.