• 제목/요약/키워드: vibration effect

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SC4/수완계 진동 측정 관련 규격 제정동향 (SC4/Trends in Standards and Regulations on Hand-arm Vibration)

  • 장한기
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2003년도 춘계학술대회논문집
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    • pp.455-458
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    • 2003
  • Effect of hand-transmitted vibration on human discomfort and health was reviewed. Since the effect by hand tool was more serious than those by any other vibration environments, western countries have protected hand tool workers by regulations. International organization for standardization legislate standard, ISO 5349, at 1979 for the measurement and evaluation of the effect. Afterwards, more than twenty standards on hand-arm vibration were enacted to protect any damage of hand tool users. Even though Korea Standards adopted ISO 5349 in 2001, it is required an action plan should be applied to all of work environments, especially to the workers using pneumatic tool workers such as miners, construction workers, and etc.

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증폭계수를 이용한 진동 예측기법의 적용 (Application of Vibration Prediction Method Using Response Spectrum with Amplification Factor)

  • 심재수;황의승;김덕중;윤종오
    • 한국지진공학회논문집
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    • 제1권4호
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    • pp.37-43
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    • 1997
  • 여러 가지 진동원으로부터 전파되는 진동으로 인하여 진동폐해민원이 계속적으로 증가하는 추세에 있으나 이에 대한 진동규제기준이 미흡한 상태이다. 진동피해의 예측이나 경감방안을 마련하기 위해서 간편하고 실용적인 진동예측이 절실한 상태이다. 본 연구에서는 Newmark와 Hall이 제시한 증폭계수의 개념을 도입한 응답스펙트럼을 이용하여 쉽게 진동을 예측할 수 있는 기법을 제시하고 그 적용성을 검토하고자 한다. 이를 위하여 운행중인 지하철 구조물 내부 및 지상과 건물에서의 진동을 측정하였으며 제시된 방법으로 분석한 결과 본 방법이 진동예측에 손쉽게 적용될수 있음을 보여 주었다.

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EFFECT OF IN-SITU VIBRATION ON THE PROPERTIES OF A-GRADE STEEL SMA WELDMENT

  • Park, Tae-Dong;Kim, Ha-Geun;Youn, Joong-Geun
    • 대한용접접합학회:학술대회논문집
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    • 대한용접접합학회 2002년도 Proceedings of the International Welding/Joining Conference-Korea
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    • pp.408-411
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    • 2002
  • Effect of in-situ vibration on the properties of A-grade steel SMA weldment has been investigated. Welding was performed on the steel fixed at the experimental jig under the mechanical vibration of a given frequency. The applied frequency varied from 39 to 43.5 Hz (harmonic frequency). For weldments formed under the vibration with a sub-harmonic frequency, both the columnar width of the weld metal and the prior austenite grain size of the HAZ near the fusion line clearly decreased. This indicates that the vibration increase the cooling rate after welding. Vibration effect was also found at the weld metal formed at the center region of the weldment. The weld metal showed liner microstructure both in columnar zone and in equiaxed zone with thinner grain boundary ferrite. However mechanical properties of the weld metal did not exactly follow the microstructural changes developed under the vibration. The weld metal formed under the vibration revealed higher yield and tensile strength but lower ductility and impact toughness, compared with the conventional weld metal.

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암반절리를 고려한 발파진동 영향평가 (Assessment of Blast-induced Vibration for the Stability of Discontinuous Rock Mass)

  • 박병기;전석원;박광준;도덕수;김태훈
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2005년도 추계학술대회논문집
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    • pp.485-492
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    • 2005
  • Since blast-induced vibration may cause serious problem to the rock mass as well as the nearby structures, the prediction of blast-induced vibration and the stability evaluation must be performed before blasting activities. Dynamic analysis has been Increased recently in order to analyze the effect of the blast-induced vibration. Most of the previous studies, however, were based on the continuum analysis unable to consider rock joints which significantly affect the wave propagation and attenuation characteristics. They also adopted pressure curves estimated by theoretical or empirical equations as input detonation load, thus there were very difficult to reflect the characteristics of propagating media. In this study, therefore, we suggested a discontinuum dynamic analysis technique which uses velocity waveform obtained from a test blast as an input detonation load. A distinct element program, UDEC was used to consider the effect of rock joints. In order to verify the validity of proposed method, the test blast was simulated. The predicted results from the proposed method showed a good agreement with the measured vibration data from the test blast Through the dynamic numerical modelling on the planned road tunnel and slope, we evaluated the effect of blast-induced vibration and the stability of rock slope.

진동대 실험을 통한 보행진동과 뒷꿈치 충격진동의 인지수준 비교 (Investigation on Human Perception Level under Walking and Heel Drop Vibrations Using Shaking Table Test)

  • 한상환;이상욱
    • 한국소음진동공학회논문집
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    • 제13권3호
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    • pp.186-193
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    • 2003
  • Floor vibrations in residence and office buildings are typically induced by heel drop and walking movement of occupants. The criteria of most vibration provisions have been developed based on the vibration caused by heel drop impact rather than walking. There may be considerable differences between the vibration characteristics induced by walking and heel drop. The effect of walking vibration was not well reflected on current provisions. In this paper, shaking table test was performed to investigate the human perception level against the vibrations due to walking and heel drop. This study attempts to compare the human Perception level of two different vibration sources. Also, this study investigates the effect of damping on a Perception level under heel drop and walking vibration.

에스컬레이터의 구조적 진동 : (II) 분석 및 대책 (Structural vibration in Escalators :(II) Analysis and Countermeasure)

  • 임수영;권이석;박선용;홍성욱
    • 소음진동
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    • 제10권5호
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    • pp.830-837
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    • 2000
  • This paper deals with an analysis and countermeasure of escalator vibration. The vibration characteristics of escalators are studied theoretically and experimentally to fine the main cause of severe vibration. The main source of vibration in escalators is found to be chordal effect due to the step chain and sprocket system. It is also found that the vibration become significantly large at so called no load condition, in which the load due to passengers, during down-moving, is equal to the resistive force in the driving system. Dynamic absorbers are implemented to suppress the vibration, A theoretical analysis is made to determine the appropriate dynamic absorber. Theoretical and experimental study shows that dynamic absorber is effective to suppress the vibration in escalators.

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철도차량의 진동특성에 의한 탈선영향 해석 (Analysis of derailment effect by vibration characteristics of rolling stock)

  • 이관섭
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2005년도 춘계학술대회 논문집
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    • pp.355-360
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    • 2005
  • This paper describes how to measure the running safety using vibration accelerometers theoretically, and considers the effect of vibration parameters, such as amplitude and period, on the running safety by numerical analysis, which shows that the running safety are decreased as those parameters are increased.

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접수탱크구조의 진동해석 (Vibration Analysis of a Water Tank Structures)

  • 배성용
    • 동력기계공학회지
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    • 제9권4호
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    • pp.65-70
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    • 2005
  • A liquid storage rectangular tank structures are used in many fields of civil, mechanical and marine engineering. Especially, Ship structures have many tanks in contact with inner or outer fluid, like ballast, fuel and cargo tanks. Fatigue damages are sometimes observed in these tanks which seem to be caused by resonance with exciting force of engine and propeller. Vibration characteristics of these thin walled tanks in contact with fluid near engine propeller are strongly affected by added mass of containing fluid. Therefore it is essentially important to estimate the added mass effect to predict vibration of the tank structures. Many authors have studied vibration of cylindrical and rectangular tanks structures containing fluid. Few research on dynamic interaction among tank walls through fluid are reported in the vibration of rectangular tanks recently. In case of rectangular tanks, structural coupling between adjacent panels and effect of vibration modes of multiple panels on added mass have to be considered. In the present paper, coupling effect between panels of tank structure on added mass of containing fluid, the effect of structural constraint between panels on each vibration mode for fluid region have investigated numerically and experimentally.

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연성강성 효과를 고려한 회전하는 다중 블레이드 시스템의 굽힘진동 해석 (Bending Vibration Analysis of Rotating Multi-blade Systems Considering the Coupling Stiffness Effect)

  • 임하성;권성훈;유홍희
    • 한국소음진동공학회논문집
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    • 제16권9호
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    • pp.912-918
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    • 2006
  • A modeling method for the vibration analysis of rotating multi-blade systems considering the coupling stiffness effect is presented in this paper. Blades are assumed as cantilever beams and the coupling stiffness effect originates from disc or shroud between blades. As the angular speed, hub radius ratio, and the coupling stiffness vary, the natural frequencies of the system vary. Numerical results show that the coupling stiffness is very important to estimate the natural frequencies. Along with the natural frequencies, associated mode shapes, critical angular speed, and critical hub radius ratio are obtained through the analysis.

연성강성 효과를 고려한 회전하는 다중 블레이드 시스템의 굽힘진동 해석 (Bending Vibration Analysis of Rotating Multi-blade Systems Considering the Coupling Stiffness Effect)

  • 임하성;권성훈;유홍희
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2006년도 춘계학술대회논문집
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    • pp.1354-1359
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    • 2006
  • A modeling method for the vibration analysis of rotating multi-blade systems considering the coupling stiffness effect is presented in this paper. Blades are assumed as cantilever beams and the coupling stiffness effect originates from disc or shroud between blades. As the angular speed, hub radius ratio, and the coupling stiffness vary, the natural frequencies of the system vary. Numerical results show that the coupling stiffness is very important to estimate the natural frequencies. Along with the natural frequencies, associated mode shapes, critical angular speed, and critical hub radius ratio are obtained through the analysis.

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