• Title/Summary/Keyword: 감쇠 효과

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Study on the Motion Control of Tall Buliding Using Mega-Sub System (주(主)-부(副)구조 시스템을 이용한 초고층 건물의 진동제어에 관한 연구)

  • 김진구;송영훈
    • Journal of the Earthquake Engineering Society of Korea
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    • v.1 no.3
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    • pp.29-35
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    • 1997
  • The megastructure combined with the modular concept is an effcient structural system adequate for ultra-tail buildings for the future. An ingeneous structural control system can be developed by separating the internal subframe in one or many modules from the external megaframe, thus taking advantage of the effect of tuned mass dampers without adding any aditional mass. This so called mega-subcontrol system is generally modeled by a 20DF system for parametric study and for finding optimal values of the parameters. In this study the equation of motion for the system is obtained frist and the preconditions for the simplified modeling are investigated. Finally the optimal value for the subsreucture strffness is fomputed with given mass and damping ratios and transfer functions for responses are abtained for white noise ground exitation to verify the effectiveness of the mega-subcontrol system.

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A Design of 90° Hybrid Coupler with Low Pass Filter Attenuation (저역통과 여파기 감쇠를 갖는 90° 하이브리드 특성에 관한 연구)

  • Lee, Su-Yeol;Kang, Jung-Hoon;Park, Kyu-Ho;Ahn, Dal
    • The Journal of Korean Institute of Electromagnetic Engineering and Science
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    • v.15 no.2
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    • pp.178-182
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    • 2004
  • In this paper, a 90$^{\circ}$ hybrid coupler with both power division and harmonic rejection characteristics is presented by applying a LPF characteristic to a conventional 90$^{\circ}$ hybrid. Since a conventional 90$^{\circ}$ hybrid coupler operates as a power divider/combiner using phase difference, it does not suppress higher order harmonics when it is incorporated with nonlinear amplifier. This requires an additional filter to take into account of the harmonics. The proposed 90$^{\circ}$hybrid coupler power provides the division capability and proper phase difference, as well as harmonic suppression characteristic by integrating LPF characteristic.

Development of X-Band weather radar quality control technology for non-weather echo removal (비기상에코 제거를 위한 X-밴드 기상레이더 품질관리 기술 개발)

  • Jin-woo Park;Sun-Jin Mo;Ji-Young Gu;Seungwoo Lee
    • Proceedings of the Korea Water Resources Association Conference
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    • 2023.05a
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    • pp.114-114
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    • 2023
  • 기상레이더는 대류권의 기상 관측에 널리 사용되며, 기상예보를 비롯하여 항공, 농업, 수문학 등 다양한 분야에서 활용하고 있다. 기상레이더센터는 SSPA(Solid State Power Amplifier) 기반 X-Band 주파수대역(9GHz)을 사용하는 연구용 소형기상레이더 관측망을 운영하고 있다. 주로 수도권 저층 대기에서 발생하는 위험 기상현상을 1분 단위로 빠르게 관측하면서 정확한 강수 정보생산을 위한 연구를 수행하고 있다. 레이더 관측 자료는 전파를 이용하여 넓은 범위에 분포하는 눈, 비, 우박 등 대기수상체를 관측하여, 강수량 추정을 통해 강수 정보를 생산한다. 이에 따라 레이더 관측 자료의 정확성과 신뢰도를 높이기 위해서 레이더 품질관리 기술 적용은 필수적이다. 기상레이더센터는 소형기상레이더로 관측한 이중편파 자료의 효과적인 품질관리를 위한 각종 자료처리 모듈을 개발하여, 실시간 자료처리 프로그램에 적용하였다. 우선, 저층 대기 관측 시 기상에코와 더불어 강한 반사도로 나타나는 지형에코를 판별하는 모듈과 선형 또는 쐐기형태의 전파간섭에코를 비롯한 비기상에코를 효과적으로 제거하는 기술을 개발하였다. 다음으로, X-Band 주파수대역 기상레이더 관측 자료의 취약점인 강한 강수 시 발생하는 반사도 감쇠 현상을 보정하기 위한 기술도 개발하였다. 소형기상레이더 품질관리 개발과 적용을 통하여 생산된 자료는 HSR(Hybrid Surface Rainfall), 레이더 강수량 추정, 대기수상체 등 다양한 기상 산출물 생산과 동시에 기상 감시 및 연구 분야에 효과적으로 활용하고 있다.

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Analysis of Intensity Attenuation Characteristics Using Physics-based Earthquake Ground-motion Simulation with Site Effect in the Southern Korean Peninsula (한반도 남부에서 부지효과를 고려한 물리적 지진동 모델링 기반 진도 감쇠 특성 분석 연구)

  • An, So Hyeon;Kyung, Jai Bok;Song, Seok Goo;Cho, Hyung-Ik
    • Journal of the Korean earth science society
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    • v.41 no.3
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    • pp.238-247
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    • 2020
  • This study simulated strong ground motion waveforms in the southern Korean Peninsula, based on the physical earthquake modeling of the Southern California Earthquake Center (SCEC) BroadBand Platform (BBP). Characteristics of intensity attenuation were investigated for M 6.0-7.0 events, incorporating the site effects. The SCEC BBP is software generates broadband (0-10 Hz) ground-motion waveforms for earthquake scenarios. Among five available modeling methods in the v16.5 platform, we used the Song Model. Approximately 50 earthquake scenarios each were simulated for M 6.0, 6.5, and 7.0 events. Representative metrics such as peak ground acceleration (PGA) and peak ground velocity (PGV) were obtained from the synthetic waveforms that were simulated before and after the consideration of site effects (VS30). They were then empirically converted to distribution of instrumental intensity. The intensity that considers the site effects is amplified at low rather than high VS30 zones.

On the Wave Prediction Model with Currents and Sha]low Water Effects (흐름과 천해효과를 고려한 파낭추정모형)

  • 윤종태
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.4 no.1
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    • pp.18-25
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    • 1992
  • A discrete spectral model for generation, propagation and dissipation of wind waves for arbitrary depth and current is presented. This model incorporates wave current interaction, including changes of absolute frequencies due to unsteadiness of depth and currents. The numerical scheme for propagation if basically second-order accurate, and effects of refraction and frequency shills due to unsteadiness of depth and current are calculated on a fixed grid, also using second-order scheme.

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A Study on the Effects of Dual Dynamic Vibration Absorber for Damped Vibration System (감쇠진동계에 부착된 복합동흡진기의 효과에 관한 연구)

  • 안찬우;최석창;김동영
    • Journal of KSNVE
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    • v.7 no.6
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    • pp.1039-1048
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    • 1997
  • This paper describes the effects of dual dynamic vibration absorbers attached to a primary vibration system with damping. The efficiency of dual dynamic vibration absorbers was investigated with the height of amplitude ratio at the resonance frequency ratio of the damped vibration system according to mass ratio, natural frequency ratio and damping ratio. The variation of amplitude ratio related to frequency ratio of primary vibration system is verified experimentally and theoretically according to dual dynamic vibration systems using computer program designed to find mutual relationship between two absorbers.

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Vibration and Noise Characteristics of Spall Blasting Method (이완식 발파공법의 진동과 소음 특성)

  • Yang Hyung-Sik;Kim Nam-Soo;Kim Won-Beom;Choi Mi-Jin
    • Explosives and Blasting
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    • v.23 no.3
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    • pp.19-25
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    • 2005
  • Ground vibration, sound pressure and fragmentation size were measured at the construction site using the spall blasting method(SBM). nev were analyzed and compared to those or suggested method by the minister of construction and transportation(MOST). Vibration and sound pressure by SBM were slightly smaller than MOST method but fragmentation size were larger.

Liquefaction Analysis at Multi-Layered Ground Considering Viscoplastic Effect of Clay (점성토의 점소성 효과를 고려한 다층지반의 액상화 해석)

  • Yoon, Yong-Sun;Lee, Jae-Deuk;Kim, Yong-Seong
    • Journal of The Korean Society of Agricultural Engineers
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    • v.55 no.5
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    • pp.59-69
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    • 2013
  • 본 연구에서는 동적 점탄-점소성 구성식에 기초한 다층지반의 1차원 액상화 해석을 수행하였다. 일본 고베 포트아일랜드에서 발생한 1995 Hyogoken Nanbu 지진에 대하여 지반 모델링을 하였으며, 사질토 지반에는 탄소성 모델을, 점성토 지반에는 점탄-점소성 모델 및 탄-점소성 모델을 각각 적용하였다. 본 연구 결과, 모델 지반의 경우 지표 10 m 아래를 전후하여 액상화가 발생하였으며 액상화가 발생한 지반을 통과하는 지진파는 감쇠특성을 나타내고 이 때 전단변형률을 크게 증가시켰다. 또한, 대변형률 영역에서의 점성토의 동적거동 해석에서는 점소성 거동특성이 지배적이므로 점소성 모델의 적용이 중요함을 알 수 있었다. 한편 동적 점탄-점소성 구성모델은 대변형률 영역에서 점성토의 소성변형을 유발하는 대형 지진 발생시 점성토의 증폭 및 감쇠특성 분석에 적용 가능한 모델임을 확인하였다.

Damping Effects of Fluid Viscous Dampers on the Seismic Response of Bridges (교량의 지진응답거동에 작용하는 액체점성감쇠기의 감쇠효과 분석)

  • 정상모;안창모
    • Proceedings of the Earthquake Engineering Society of Korea Conference
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    • 2001.04a
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    • pp.379-386
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    • 2001
  • Fluid viscous dampers have been used as energy dissipators or STU's (Shock Transmission Unit) in earthquake resistant designs for bridges. Viscous dampers have many advantages compared to other friction type or visco-elastic type of dampers. They do neither increase internal pier forces due to their out of phase response, nor produce reaction forces at the low velocities associated with thermal movements. Therefore, they anable the super structure to restore itself perfectly after a severe movement dut to seismic excitations. This paper investigates the response of bridges designed with viscous dampers in regard to damping coefficients, properties of dampers, and arrangements of dampers. For this purpose, time-history dynamic analyses have been performed using a very simple model relevant to a typical bridge example. Based on the results, it presents some design duidelines on how to determine a proper damping ratio and on how to arrange dampers. In usual cases, damping coefficients corresponding to about 0.2-0.3 of damping ratios seem to be very effective in bridge designs.

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CIC 필터의 통과대역 특성개선을 위한 저전력의 4차 보간필터

  • 장영범;양세정
    • Proceedings of the IEEK Conference
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    • 2003.11a
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    • pp.497-500
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    • 2003
  • In this paper, a new filter structure to improve frequency response characteristics in CIC(Cascaded Integrator-Comb) decimation filters is proposed. Conventional filters improve passband characteristics, but they make worse slinging band characteristics. In this paper, we propose a new filter which is called IFOP(Interpolated Fourth-Order Polynomials). By using this proposed filter, passband droop and aliasing band attenuation are simultaneously improved. Since proposed filter needs only one multiplication computation is not much. And overall linear phase characteristics are maintained since the proposed filter is also linear phase. Finally, implementation cost of the proposed filter is compared with those of conventional filters.

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