• 제목/요약/키워드: Damping Factor

검색결과 492건 처리시간 0.037초

음향공명기가 장착된 가스터빈 연소실의 음향장 해석 (A Numerical Study on Acoustic Behavior in Gas Turbine Combustor with Acoustic Resonator)

  • 박이선;손채훈
    • 대한기계학회논문집B
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    • 제29권1호
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    • pp.95-102
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    • 2005
  • Acoustic behavior in gas turbine combustor with acoustic resonator is investigated numerically by adopting linear acoustic analysis. Helmholtz-type resonator is employed as acoustic resonator to suppress acoustic instability passively. The tuning frequency of acoustic resonator is adjusted by varying its length. Through harmonic analysis, acoustic-pressure responses of chamber to acoustic excitation are obtained and the resonant acoustic modes are identified. Acoustic damping effect of acoustic resonator is quantified by damping factor. As the tuning frequency of acoustic resonator approaches the target frequency of the resonant mode to be suppressed. mode split from the original resonant mode to lower and upper modes appears and thereby complex patterns of acoustic responses show up. Considering mode split and damping effect as a function of tuning frequency, it is desirable to make acoustic resonator tuned to broad-band frequencies near the maximum frequency of those of the possible upper modes.

마찰계수 급상승 특성이 실의 로터다이나믹 특성에 미치는 영향 (The Effect of Surface-Friction-Factor-Jump Characteristics on Retordynamics of a Seal)

  • 하태웅
    • 소음진동
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    • 제6권2호
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    • pp.197-203
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    • 1996
  • This study is to analyze the rotordynamic effect of surface-friction- factor characteristics on an annular seal. The honeycomb geometry which shows friction-factor-jump phenomena is used in this study. A rotordynamic analysis for a contered annular seal has been developed by incorporating empirical friction-factor model for honeycomb stator surfaces. The results of the analysis for the honeycomb seal showing the friction-factor jump is compared to the non- friction-factor-jump case. The results yield that the friction-factor-jump decreasesdirect stiffness and cross coupled stiffness coefficients, and increases damping coefficient to stabilize rotating machinery in a rotordynamic point of view. The analysis of the honeyeomb seal for the friction-factor-jump case shows reasonably good compared to experimental results, especially, for cross coupled and damping coeffcients.

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Damping 요소를 첨가한 매칭 퍼슈잇 정현파 모델링 (Matching Pursuit Sinusoidal Modeling with Damping Factor)

  • 정규혁;김종학;임정우;주기호;이인성
    • 대한전자공학회논문지SP
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    • 제44권1호
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    • pp.105-113
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    • 2007
  • 본 논문은 정현파 모델 기반의 코덱을 위한 매칭 퍼슈잇(Matching Pursuit)의 성능을 개선시킨 새로운 정현파 모델링을 제안한다. 제안하는 damping 요소를 첨가한 매칭 퍼슈잇 정현파 모델링은 과거와 현재 프레임에서 파라미터들간의 상관성을 이용하여 damping 요소를 정의하고 현재 프레임에서 보다 정확한 정현파 파라미터를 damping 요소에 따라 매칭 퍼슈잇 방법으로 추출한 후 합성한다. 따라서 인접 프레임과의 보간 없이 현재 프레임에서의 정현파 파라미터만으로 효율적인 모델링이 가능하다. 제안한 모델링 방법은 보간법을 사용한 일반적인 정현파 모델과 달리 추가지연을 가지지 않으면서 유성음 구간 신호뿐만 아니라 모든 구간에서 개선된 음질을 보인다. 제안한 모델링 방법의 성능을 SNR, MOS값, LR(Itakura-Saito likelihood ratio), CD(cepstral distance)를 통해 보간법을 사용한 매칭 퍼슈잇과 비교 평가한다.

물질의 진동감쇠 시험법 비교 (Test method comparison for vibration-damping of materials)

  • 신수현;이용봉;정성수;조승일
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2003년도 추계학술대회논문집
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    • pp.700-703
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    • 2003
  • The test method of ASTM E 756 and KS D 0076 to estimate vibration-damping properties is compared. Comparison method depending on specimen support, exciting method and calculation method for loss factor is used. Half-power bandwidth method and vibration decay method is used in the calculation method for loss factor, and Young's modulus is decided by geometric character and density for specimen and resonance frequency. Vibration measurement sensor is compared by using non-contact displacement detector, velocity detector and accelerometer. This paper is also presented the matter which is able to cause error in the measurement

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Steel beam의 진동감쇠 특성평가 (Estimation of Vibration-damping Properties for Steel Beam)

  • 신수현;남효덕;정성수;이용봉
    • 한국전기전자재료학회:학술대회논문집
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    • 한국전기전자재료학회 2003년도 추계학술대회 논문집 Vol.16
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    • pp.439-442
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    • 2003
  • The test method of ASTM E 756 and JIS G 0602 to estimate vibration-damping properties is presented. Measurement method depending on specimen support, exciting method and calculation method for loss factor is used. Half-power bandwidth method and vibration decay method is used in the calculation method for loss factor, and Young's modulus is decided by geometric character and density for specimen and resonance frequency. Vibration measurement sensor is compared by using non-contact displacement detector, velocity detector and accelerometer. The cause of measurement error is also presented.

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Finite element vibration and damping analysis of a partially covered cantilever beam

  • Yaman, Mustafa
    • Structural Engineering and Mechanics
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    • 제19권2호
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    • pp.141-151
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    • 2005
  • There are several ways of decreasing the vibration energy of structures. One of which is special damping layers made of various viscoelastic materials are widely applied in structures subjected to dynamic loading. In this study, a cantilever beam, partially covered by damping a constraining layers, is investigated by using Finite Element method (FEM). The frequency and system loss factor are evaluated. The effects of different physical and geometrical parameters on the natural frequency and system loss factors are discussed.

로보트와 포지셔너의 특이성 회피 방법 (A Method of Singularity Avoidance for A Robot-Positioner System)

  • 최신형;서일홍;임준홍;김경기
    • 대한전자공학회논문지
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    • 제26권6호
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    • pp.7-14
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    • 1989
  • 본 논문에서는 R-P 시스템의 특이성 회피 기능을 갖는 경로제어 방법에 관하여 논하였다. 먼저 R-P 시스템을 하나의 기구학적 모델로 하여 여유자유도를 갖는 Manippulator 제어 문제로 유도하였다. 또한 R-P 시스템의 특이성을 해식적으로 분석 고찰한 후 (내부)특이성일때 이를 회피하면서 경로오차를 허용범위내에 있도록 하기 위하여 DLS(damped least square)의 Damping Factor를 가변시켜 주는 방법을 제시하였다. 제시된 방법의 타당성을 보이기 위하여 5자유도를 갖는 Rhino 로보트와 2자유도를 갖는 포지셔널을 대상으로 조작성능지수(manipulability)를 최대화하는 방법, 고정 Damping Factor를 갖는 DLS 방법과 제시된 가변 Damping을 갖는 DLS 방법을 컴퓨터 시뮬레이션을 통하여 경로오차와 성능지수 및 관절속도에 관점을 두어 비교 검토하였다.

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Seismic force reduction factor for steel moment resisting frames with supplemental viscous dampers

  • Serror, M. Hassanien;Diab, R. Adel;Mourad, S. Ahmed
    • Earthquakes and Structures
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    • 제7권6호
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    • pp.1171-1186
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    • 2014
  • Damping is one of the parameters that control the performance of structures when they are subjected to seismic, wind, blast or other transient shock and vibration disturbances. By adding supplemental viscous dampers, the energy input from a transient deformation is absorbed, not only by the structure itself, but also by the supplemental dampers. The aim of this study is to evaluate the values of both damping and ductility reduction factors for steel moment resisting frames with supplemental linear viscous dampers. Two-dimensional finite element models have been established for a range of low to mid rise buildings with different parameters: number of floors; number of bays; and number of dampers with different supplemental damping ratios (from 5% to 30%). A parametric study has been performed using time history analyses and a well-documented research method (N2-method). In addition, an equation has been proposed for each reduction factor based on regression analysis for the obtained results. The results of the Time history analyses are compared with those of a modified N2-method. Moreover, a comparison with values specified in the European code EC8 and the Egyptian code ECP-201 has been performed.

유체감쇠 커플링의 동특성에 관한 실험적 연구(II) (An Experimental Study on the Dynamic Characteristics of Damping Flexible Coupling( II ))

  • 김종수;제양규;정재현;전효중
    • Journal of Advanced Marine Engineering and Technology
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    • 제18권1호
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    • pp.23-31
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    • 1994
  • The present works are the experimental results of the study to develope a damping flexible coupling which has a high performance of control for the torsional vibrations of power shafts in a large machinery. The damping flexible coupling is manufactured and is compared for dynamic characteristics with other type coupling which is the Geislinger coupling. The static coefficient of stiffness and the damping coefficient allows the control of excitation frequency through a cam driver. The experimental results obtained from the two couplings are compared with the theoretically results.

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제진재가 삽입된 바닥 구조의 진동특성에 대한 실험연구 (Vibration Characteristics of the Floor Structures Inserted with Damping Materials)

  • 전진용;정영
    • 한국소음진동공학회논문집
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    • 제16권10호
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    • pp.1036-1043
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    • 2006
  • Damping materials for reducing heavy-weight floor impact noise in reinforced concrete structures were tested in apartment buildings. The effect of damping materials and an impact isolator were compared with an on-site experiment conducted in a high-rise apartment building. The loss factor of damping material analyzed more than 2 times than rubber to $1.5{\sim}2.3$, could know that Damping layer has excellent attenuation performance in side of vibration reduction. The results showed that the resonance frequency increased but vibration acceleration level decreased when the damping materials were used. The heavy-weight impact sound levels of the structure decreased substantially at 63 Hz, whereas the sound levels of the structure with the impact isolator increased.