• Title/Summary/Keyword: 감쇠 예측

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Ka Band Rain Attenuation Analysis of Domestic Regional Rainfall-Rate Distribution by Crane Prediction Model (Crane 예측 모델을 활용하여 국내 지역별 강우강도 분포에 따른 Ka대역 강우감쇠 분석)

  • Cho, Yongwan
    • Journal of Satellite, Information and Communications
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    • v.11 no.3
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    • pp.110-113
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    • 2016
  • In this paper of ka band satellite communication using geostationary satellite is very weak to rainfall. So the rain attenuation reflect the values calculated using the satellite communication links vulnerable when designing a more reliable rainfall area distribution of rain attenuation and accurate predictive models must analyze the link budget. In this paper, by utilizing domestic distribution analysis in the recent local rainfall Crane and regional rainfall in the model and compared with the country of the regional distribution of rainfall in your area to fit the rain attenuation in Ka band frequency characteristics Crane rain attenuation prediction models were analyzed to between geostationary satellites and ground station position, distance and year time percentage(%).

Algorithms for Rain-Attenuation Compensation in Satellite Communication System (위성통신 시스템에서 강우 감쇠 보상을 위한 알고리즘)

  • 임광재;권태곤;유문희
    • The Journal of Korean Institute of Communications and Information Sciences
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    • v.25 no.11A
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    • pp.1642-1651
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    • 2000
  • 위성통신시스템에서의 10GHz이상의 Ku 또는 Ka 대역은 수십 dB의 크기를 갖는 강우에 의한 감쇠 현상이 심각하여 이러한 감쇠는 위성 링크의 심각한 성능 정하를 가져온다. 본 논문은 위성통신 링크 상에서의 강우 감쇠 보상을 위한 알고리즘을 제시하고, Ku 대역의 강우 감쇠 데이터를 사용한 시뮬레이션을 통하여 그 성능을 비교 분석하였다. 예측 기법 측면에서, 적응형 알고리즘을 적용한 기법과 신호 레벨 변화량에 근거한 예측 기법은 거의 동일한 예측 오차를 보였고, 따라서, 급속한 신호레벨 변화에 적응성을 요하지 않은 강우 감쇠 예측의 경우, 알고리즘 측면에서 비교적 간단한 예측 기법으로도 충분한 성능을 얻을 수 있음을 확인하였다. 또한, 제시된 전송 방식 결정 알고리즘은 기존의 임계값 기반 알고리즘에 비해 품질 저하율이 0.6%에서 0.01% 이하로 감소하였고, 거의 동일한 전송 효율을 가지면서 약 5배의 적은 전송 방식 전환을 요구한다.

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Attenuation Relations in HAZUS for Earthquake Loss Estimations in Korea (한반도 지진재해예측을 위한 HAZUS의 강진동 감쇠식 비교연구)

  • Kang, Su-Young;Suk, Bong-Chool;Yoo, Hai-Soo;Kim, Kwang-Hee
    • Journal of the Earthquake Engineering Society of Korea
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    • v.11 no.6
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    • pp.15-21
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    • 2007
  • Strong motion attenuation relationship represents a comprehensive trend of ground shakings at sites with distances from the source, geology, local soil conditions, and others. It is necessary to develop an attenuation relationship with careful considerations of characteristics of the target area for reliable seismic hazard/risk assessments. In the study, observed ground motions from the January 2007 magnitude 4.9 Odaesan earthquake and the events occurring in the Gyeongsang provinces are compared with the previously proposed ground attenuation relationships in the Korean Peninsula to select most appropriate one. In the meantime, a few strong ground motion attenuation relationships are proposed and introduced in HAZUS, which have been designed for the Western United States and the Central and Eastern United States. The selected relationship from the ones for the Korean Peninsula has been compared with attenuation relationships available in HAZUS. Results of the study will increase the reliability of seismic hazard/risk assessments using HAZUS in the Korean Peninsula.

Dynamic Modeling of Semi-active Squeeze Mode MR Damper for Structural Vibration Control (구조물의 진동 제어를 위한 압착식 MR 감쇠기의 동적 모델링)

  • Heo, Gwang-Hee;Jeon, Joon-Ryong
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.13 no.2 s.54
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    • pp.172-180
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    • 2009
  • Normally in order to build a semi-active control system equipped with MR damper, the dynamic modeling of the damper is required to numerically predict its dynamic damping force and also its behavioral characteristics. For the dynamic modeling of the MR damper, this paper attempts to predict and evaluate its dynamic behavior by applying specifically both a power model and a Bingham model. Dynamic loading tests were performed on the squeeze type of damper specially designed for this research, and force-displacement hysteresis loops confirmed the effectiveness of the damper as a semi-active control device. In the meantime, in order to evaluate the effectiveness of each model applied, the model parameter for each model was identified. On the basis of the parameter, we derived the error ratio of the force-velocity relationship curve and the dynamic damping force, which was contrasted and compared with the experimental results of the squeeze type of damper. Finally, the squeeze type of MR damper developed in this research was proved to be valid as a semi-active control device, and also the evaluation of the two dynamic models showed they were working fine so that they were likely to be easily utilized to numerically predict the dynamic characteristics of any dampers with MR fluid as well as the squeeze type of MR damper.

Maximum Control Force of Velocity-dependent Damping Devices Using Response Estimation Models (응답예측모델을 이용한 속도의존형 감쇠장치의 최대제어력 산정)

  • 이상현;민경원
    • Transactions of the Korean Society for Noise and Vibration Engineering
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    • v.14 no.6
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    • pp.503-511
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    • 2004
  • In this study, for estimating responses of a controlled structure and determining the maximum control force of velocity-dependent damping devices, three estimation models such as Fourier envelope convex model, probability model, and Newmark design spectrum are used. For this purpose, a procedure is proposed for estimating actual velocity using pseudo-velocity and this procedure considers the effects of damping ratio increased by the damping device. Time history results indicate that actual velocity should be used for estimating accurate maximum control force of damping device and Newmark design spectrum modified by the proposed equation gives the best estimation results for over all period structures.

Estimation of Medical Ultrasound Attenuation using Adaptive Bandpass Filters (적응 대역필터를 이용한 의료 초음파 감쇠 예측)

  • Heo, Seo-Weon;Yi, Joon-Hwan;Kim, Hyung-Suk
    • Journal of the Institute of Electronics Engineers of Korea SC
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    • v.47 no.5
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    • pp.43-51
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    • 2010
  • Attenuation coefficients of medical ultrasound not only reflect the pathological information of tissues scanned but also provide the quantitative information to compensate the decay of backscattered signals for other medical ultrasound parameters. Based on the frequency-selective attenuation property of human tissues, attenuation estimation methods in spectral domain have difficulties for real-time implementation due to the complexicity while estimation methods in time domain do not achieve the compensation for the diffraction effect effectively. In this paper, we propose the modified VSA method, which compensates the diffraction with reference phantom in time domain, using adaptive bandpass filters with decreasing center frequencies along depths. The adaptive bandpass filtering technique minimizes the distortion of relative echogenicity of wideband transmit pulses and maximizes the signal-to-noise ratio due to the random scattering, especially at deeper depths. Since the filtering center frequencies change according to the accumulated attenuation, the proposed algorithm improves estimation accuracy and precision comparing to the fixed filtering method. Computer simulation and experimental results using tissue-mimicking phantoms demonstrate that the distortion of relative echogenicity is decreased at deeper depths, and the accuracy of attenuation estimation is improved by 5.1% and the standard deviation is decreased by 46.9% for the entire scan depth.

A study on the prediction model of attenuation influence of satellite communication signal by Asian dust (황사로 인한 위성통신신호 감쇠영향 예측모델 연구)

  • Cho, Seung-Jae;Hong, Wan-Pyo
    • Journal of the Korea Institute of Information and Communication Engineering
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    • v.12 no.5
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    • pp.821-827
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    • 2008
  • This paper presents the prediction model of attenuation characteristics of satellite communication signals operating in the range from 1 to 20GHz, associated with the effects of the Asian Dust. And this paper analyze the effects of the Asian Dust in theory that dust particles size and density, OPC, signal levels, exponentail distribution and the permittivity. The prediction model of the dust attenuation was got, combining the formula of the complex dielectric constant of Asian dust. Expressions for specific attenuation and attenuation are derived in terms of the height, visibility. Therefore it make an investigate to the prediction model of attenuation characteristics continuously.

Prediction Model of Rain Attenuation for Ka-Band Satellite Link (Ka 대역 위성 신호의 강우 감쇠 예측 모델)

  • 우병훈;최용석;강병수;김내수;강희조
    • Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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    • 2002.11a
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    • pp.640-643
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    • 2002
  • 본 연구에서는 위성통신을 이용한 방송 및 멀티미디어 서비스의 확대를 앞두고 20[GHz] 이상의 높은 주파수 대역의 강우에 의한 전파 손실 예측 모델을 제안하고 강우량에 따른 감쇠 정도를 기존의 모델과 비교 분석하였다. 특히 위성 방송대역으로 이용될 Ka 대역에서 강우 감쇠에 의한 전파 손실을 제시하고 Ka 대역 위성통신 링크 설계를 위한 기본 자료를 제공하고 강우 감쇠 극복 대책을 제시하고자 한다.

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Experimental Study on Slow Drift Motion Damping (장주기 표류운동의 감쇠력에 관한 연구)

  • 김현조;홍사영;김진하
    • Journal of the Society of Naval Architects of Korea
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    • v.39 no.4
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    • pp.24-31
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    • 2002
  • In the present study, the amount of slow drift motion damping of shuttle tanker in still water and various environments is measured through free decay model test. Although the estimation of slow drift damping is essential in analysing slow drift motion of moored FPSO or DP controlled shuttle tanker, it is difficult to predict damping accurately by theoretical analysis. The estimation of drift damping depends on model test mostly. Through the model test, the amount of slow drift damping is measured and the effects of environments and thruster action on drift damping are investigated. The measured damping characteristics are expected to be used in the analysis on slow drift motion of moored vessel.

Seismic Behavior of Viscoelastically Damped Steel-Frame Structures (점탄성 감쇠기를 설치한 강구조건물의 지진하중에 대한 거동 연구)

  • 오순택
    • Computational Structural Engineering
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    • v.6 no.1
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    • pp.127-135
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    • 1993
  • This paper summarizes a study on the application of viscoelastic dampers as an energy dissipation device in the frame structure. It can be concluded that, even at high temperatures, the viscoelastically damped structure can achieve a significant reduction of structural response as compared to the case with no dampers added. Empirical formulae for estimating the dynamic properties of the viscoelastic damper are established based on the regression analysis using data obtained from component tests of the damper. The structural damping with added dampers can be satisfactorily estimated by the modal strain energy method and the derived empirical formulae. Numerical simulations using conventional modal analysis methods are also carried out to predict the dynamic response of viscoelastically damped structures under seismic excitations. Comparison between numerical simulations and test results shows very good agreement. Based on the above studies, a design procedure for viscoelastically damped structures is present . This design procedure fits naturally into the conventional structural design flow-chart by including damping ratio an additional design parameter.

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