• Title/Summary/Keyword: 환경 감쇠

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Radio Propagation Characteristics Analysis for Various Receiving Environments of Satellite Communication on Ka-band (Ka-band 위성통신의 다양한 수신환경 별 전파특성 분석)

  • Park, No-Uk;Kim, Joo-Seok;Lim, Ju-Young;Lim, Tae-Hyuk;Yoo, Chang-Hyun;Kwon, Kun-Sup;Kim, Kyung-Seok
    • The Journal of the Institute of Internet, Broadcasting and Communication
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    • v.13 no.1
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    • pp.215-220
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    • 2013
  • In this paper, the signal reception environment of the satellite communications was analyzed on urban, suburban and rural environment. The correct analysis of received environment is very important in the satellite communications because the presence of various attenuation factors. Analyze attenuation factor through the simulation and that apply to each receiving environment. The urban and suburban various received sensitivity is determined according to building height and density. Moreover, attenuation occurs in rural areas due to the mountainous and vegetation. In this paper, we analysis of variety receiving environment according to movement of the ground station and the satellites can be utilized to provide stable multimedia services.

Characteristics of Dynamic Parameter of Sandy Soil According to Grout Injection Ratio (그라우트 주입율 변화에 따른 사질토의 동적계수 특성)

  • Ahn, Kwangkuk;Park, Junyoung;Oh, Jonggeun;Lee, Jundae;Han, Kihwan
    • Journal of the Korean GEO-environmental Society
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    • v.12 no.5
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    • pp.59-63
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    • 2011
  • Ground dynamic parameter such as shear elastic modulus and damping ratio is a very important variable in design of ground-structure with repeated load and dynamic load. Shear elastic modulus and damping ratio on small strain below linear limit strain is constant regardless of strain. Shear elastic modulus as the maximum shear elastic modulus and damping ratio as the minimum damping ratio were considered. As a lot of experiment related to the maximum shear elastic modulus, which is in dynamic deformation characteristics, have been conducted, many factors including voiding ratio, over consolidation ratio(OCR), confining pressure, geology time, PI, and the number of load cycle affect to dynamic soil characteristic. However, the research of ground dynamic characteristic improved with grout is absent such as underground continuous wall construction, deep mixing method, umbrella arch method. In order to investigate the dynamic soil characteristics improved with grout, in this study, resonant column tests were performed with changing water content(20%, 25%, 30%) and injection ratio of grout(5%, 10%, 15%), cure time(7th day, 28th day) As a result, shear elastic modulus and damping ratio, which are ground dynamic parameter, are affected by the injection ratio of milk grout, cure time and water content.

A General Formula for Calculating the Value of Transverse Moment of Inertia by Observing the Roll Motion of Ships (횡요상태 관측에 의한 선체 횡관성모멘트 값의 도출을 위한 일반식)

  • Choi, Soon-Man
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.21 no.5
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    • pp.538-542
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    • 2015
  • The transverse moment of inertia is an indispensable factor in analyzing the roll motion characteristics of ships and the calculating method needs to be based on the more reasonable theories when deciding the value as the results and reliability of analysis could be much affected by the correctness. However, the mass distribution and shape of hulls are quite complicated and give much difficulties in case of calculating the value directly from the ship design data, furthermore even acquiring the detailed design data for calculation is almost impossible. Therefore some simpler ways are practically adopted in the assumption that the gyradius of roll moment can be decided by a given ratio and hull width. It is well known that the responses of the free roll decay are varied according to the value of roll moment in view of roll period and amplitude decay ratio, so that the general formula to get the moment value can be derived also from the observation of roll decay responses. This study presents how the roll period and decay ratio are interrelated each other from the roll motion characteristics with suggesting a general formula to be able to calculate roll moment from it. Finally, the obtained general formula has been applied to a ship data to check the resultant characteristics through analyzing graphs and showed that the roll moment becomes more accurate when rolling period and decay ratio are considered together in calculation.

Dynamic Deformation Characteristics of Granite Weathered Soils Using RC/TS Tests (공진주/비틂전단시험을 이용한 화강풍화지반의 동적변형특성)

  • Kim, Dong-Soo;Ko, Dong-Hee;Youn, Jun-Ung
    • Journal of the Korean GEO-environmental Society
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    • v.5 no.1
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    • pp.35-46
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    • 2004
  • In Korea, around one - third of the country is occupied by granite, and granite weathered soils are widely distributed. Most of the research on this soil has been performed using reconstituted specimens because of the extreme difficulty of undisturbed sampling due to the sensitive particle structures. Therefore, the comparisons of deformational characteristics, which is expressed in terms of shear and Young's moduli and damping ratio, obtained from the undisturbed and reconstituted specimens are important for the reliable understanding of soil behavior. In this study, the resonant column and torsional shear tests were performed on granite weathered soils in Korea, and the deformation characteristics of undisturbed and reconstituted soil on granite weathered soils were evaluated and compared.

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Estimation of Shear Moduli Degradation Characteristics from Pressuremeter Tests (프레셔미터 시험을 이용한 전단탄성계수 감쇠 특성 평가)

  • Kwon, Hyung Min;Chung, Choong Ki
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.29 no.3C
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    • pp.105-113
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    • 2009
  • Pressuremeter test estimates deformational properties of soil from the relationship between applied pressure and the displacement of cavity wall, and the results reflect the in-situ stress condition and the structure of soil particles. This study suggests the overall process of test and analysis for the evaluation of nonlinear degradation characteristics of shear moduli, based on the reloading curve of pressuremeter test. The method estimates the maximum shear modulus, taking into account the difference between the stress states around the probe in reloading and that of the in-situ state, and then combines the degradation characteristics of shear moduli taken from reloading curve. This procedure derives the shear moduli in overall strain range. Pressuremeter tests were carried out in various ground conditions using large calibration chamber, together with various reference tests. Shear moduli taken from pressuremeter tests were compared with bender element test and resonant column test results.

Study on Rubber Damping Characteristics of Vibration Reduction Mounts for UAVs (무인기용 진동 저감 마운트의 고무 감쇠 특성에 대한 연구)

  • Chan-Whi Kang;Hun-Suh Park;Dong-Gi Kwag
    • The Journal of the Convergence on Culture Technology
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    • v.9 no.6
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    • pp.927-933
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    • 2023
  • In modern times, with advances in semiconductor technology such as electronic devices, the need to improve the quality of onboard equipment with advanced electronic parts in automobiles, drones, airplanes, projectiles, and various fields, and reduce the impact of various disturbances on onboard equipment is becoming more important. Vibration control through hardware must be determined to prevent damage and improve quality to equipment operating in various environments such as automobiles, drones, airplanes, and projectiles. This study focuses on the study of vibration damping systems to protect mounted equipment from various disturbances and improve stability. Dynamic characteristics analysis, including compressive stiffness, damping rate, and frequency response, and vibration characteristics in the frequency domain of rubber dampers were identified through FEM analysis to identify the characteristics of rubber dampers. Through these findings, we would like to present the criteria for selecting a suitable rubber damper under various disturbance conditions.

A Study on the Vibration Characteristics of Sungnyemun (숭례문의 진동특성에 관한 연구)

  • Kim, Hye-Won;Lee, Jung-Han;Park, Min-Kyu;Park, Byung-Cheol;Yi, Waon-Ho
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2009.04a
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    • pp.540-543
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    • 2009
  • 본 연구는 숭례문의 진동측정을 통한 고유진동수와 감쇠, 진동모드 등의 파악을 목적으로 한다. 목조 건축물의 진동측정방법은 건축물에 손상을 주지 않으며 공학적인 데이터의 획득으로 숭례문의 시간, 환경에 따른 구조특성의 변화를 수치적으로 파악할 수 있게 해준다. 숭례문에 대하여 상시미동측정과 인력가진측정을 실시하였다. 그 결과, 숭례문의 진동특성은 장변방향으로 2.12Hz, 단변방향으로 1.56Hz로 비슷한 규모와 형식이라고 할 수 있는 흥인지문, 수원 팔달문보다 높은 고유진동수값을 얻었고 감쇠값은 장변방향으로 1.7%, 단변방향으로 1.8%의 값을 가진다. 2008년 화재로 전소된 숭례문의 진동특성이지만 앞으로 비슷한 구조 건축물에 대한 측정 데이터의 축적을 통하여 목조 건축물의 진동특성에 대한 주기식 및 성능파악에 대한 기준 및 평가자료의 근거로 쓸 수가 있다.

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Efficiency Analysis for Transmission Power Controller of VSAT (VSAT 송신전력제어기 성능 분석)

  • Hong, Sung-Taek;Shin, Gang-Wook
    • Proceedings of the KIEE Conference
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    • 2006.07d
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    • pp.1905-1906
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    • 2006
  • VSAT(Very Small Aperture Terminal)는 일반 가정이나 기업에서 인공위성을 이용해 양방향 통신이 가능하도록 하는 초소형 위성통신장비로 통신 인프라가 갖춰지지 못한 산간 오지지역의 정보를 실시간으로 처리해야 하는 곳을 중심으로 최근 수요가 늘고 있다. 위성 통신용으로 Ku Band 대역의 주파수를 사용하여 데이터를 전송하는 경우에는 전파가 대기권을 통과할 때 강우에 의한 감쇠를 많이 받게 되며, 회선 품질에 매우 심각한 영향을 주게 된다. 이러한 신호감쇠에 대한 보상방법으로 비콘신호의 세기를 분석하여 전력을 제어하는 방법이 제시되고 있다. 본 연구에서는 VSAT 단말지구국의 송신전력에 비례하여 출력을 제어함으로써 데이터 전송환경의 변화에 따른 전파의 세기가 감쇠되는 것을 보상하도록 VSAT의 Outlink 수신레벨을 감시하여 정해진 방법에 의해 VSAT의 Tx Attenuation을 조정하여 안정적인 위성링크 상태를 보장하도록 하는 기능과 호출 및 Event 발생시간을 저장함으로 데이터의 검보정에 활용할 수 있는 기능을 갖는 VSAT 송신전력 제어기를 개발하였으며, 단말지구국에 설치하여 운영된 데이터를 분석하고자 한다.

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Interactive Synthesizing of Sound in Virtual Environments with considering Shape and Elevation of the Terrain (가상환경에서 지형의 형태와 고도를 고려한 인터렉티브한 사운드 합성)

  • Park, Soyeon;Park, Seong-A;Kim, Jong-Hyun
    • Proceedings of the Korean Society of Computer Information Conference
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    • 2021.07a
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    • pp.593-596
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    • 2021
  • 본 논문에서는 지형의 고도와 기울기를 고려하여 사운드의 확산과 회절을 인터렉티브하게 표현할 수 있는 사운드 합성 기법을 제안한다. 우리의 접근 방식은 광선 추적법(Raytracing)을 기반으로 소리의 크기를 보여줄 수 있는 사운드 강도 맵을 빠르게 계산한다. 지형의 고도와 기울기 값을 고려하여 소리의 강도 맵에 가중치를 적용하여, 결과적으로 지형의 지오메트리 분석인 큰 계산 과정을 피하고 지형을 고려한 소리의 크기를 인터렉티브하게 업데이트한다. 이 과정에서 소리의 근원지에 따른 고도 간의 격차를 계산하여 소리의 크기를 자동으로 감쇠시키며, 주변 지형의 공간 기울기를 기반으로 기울기의 차에 따라 소리의 크기를 자동으로 감쇠시킨다. 본 논문에서 제안하는 방법을 이용한 소리는 실제 높낮이가 있는 현실의 지형에서 듣는 소리의 전파 및 감쇠와 유사한 형태를 보여주며, 소리의 위치에 따라서 소리 감소 패턴이 변경되고, 또한, 지형에 따라서 소리의 크기가 제어되는 결과를 보여준다.

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Analysis of Parameters for Polarization Diversity Scheme in Microcell (마이크로셀 환경에서 편파 다이버시티 기법 적용을 위한 파라미터 분석)

  • 이영수;홍순학;석우찬;윤영중
    • The Journal of Korean Institute of Electromagnetic Engineering and Science
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    • v.11 no.3
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    • pp.403-409
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    • 2000
  • In this paper, we measured and analyzed cross polarization discrimination(XPD), signal correlation coefficient($\rho$) and received signal level decrease, for the application of polarization diversity scheme in the up-link of microcell environments. We experimented in a dense building area, a dense residence area, a market area, a school area and etc at 1.9 GHz. Cross polarization discrimination (XPD) is about 6~11 dB, signal correlation coefficient($\rho$) is below 0.7 and received signal level decrease is smaller than 3 dB. The results of comparing polarization diversity with space diversity show that polarization diversity gain is about 2~5 dB higher in the various area. As a results, polarization diversity scheme is more effective than space diversity scheme in microcell environments.

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