• 제목/요약/키워드: Vibration Time Analysis

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축방향으로 움직이는 박막의 면내 진동해석 (In-plane Vibration Analysis for an Axially Moving Membrane)

  • 정진태;신창호;김원석
    • 한국소음진동공학회논문집
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    • 제12권3호
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    • pp.221-227
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    • 2002
  • The longitudinal and lateral in-plane vibrations of an axially moving membrane are investigated when the membrane has translating acceleration. By extended Hamilton's principle, the governing equations are derived. The equations of motion for the in-plane vibrations are linear and coupled. These equations are discretized by using the Galerkin approximation method after they are transformed into the variational equations, j.e., the weak forms so that the admissible functions can be used for the bases of the in-plane deflections. With the discretized equations for the in-plane vibrations, the natural frequencies and the time histories of the deflections are obtained.

이중탄성마운트를 갖는 함정용 주기관의 진동,충격 성능평가 (Vibration and Shock Evaluation of Double-Resilient Mounted Engine)

  • 박정근;유광택;정정훈;김병현
    • 한국마린엔지니어링학회:학술대회논문집
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    • 한국마린엔지니어링학회 2001년도 추계학술대회 논문집(Proceeding of the KOSME 2001 Autumn Annual Meeting)
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    • pp.57-61
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    • 2001
  • In a main propulsion system of naval ship, DRME(Double Resilient Mounted Engine) is mostly adopted to ensure vibration isolation and shock resistance against underwater explosion weapon attack. In this paper, an analysis program for vibration and shock evaluation of DRME is presented. DRME is modelled as multi-rigid bodies with nonlinear mounts, and direct time integration method is introduced for shock analysis. The computed results are compared with those of foreign ones. Navy's proposed specifications are well satisfied with this program. This analysis program serves for the development of domestic DRME technology of naval ship.

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과도진동을 갖는 설비의 충격해석을 통한 안정성 평가 (Shock Analysis of Transfer System)

  • 하정민;이종명;김용휘;안병현;최병근
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2014년도 추계학술대회 논문집
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    • pp.94-96
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    • 2014
  • Press machine has advantage over other manufacturing machine which can produce large quantities of products in short time so it is widely used in lots of industrial sectors. However, vibration problems may occur when operating a high pressure. It has been subjected to the condition monitoring vibration sensors attached to the main point. We perform the maintenance before a failure occurs, the system receives a high load. In this paper, in order to determine the structural characteristics for the transport system to conduct the vibaration and shock analysis.

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비접촉 진동측정 시스템을 이용한 블리스크의 진동분석 (Vibration Analysis of Bladed Disk using Non-contact Blade Vibration System)

  • 정규강;김명국;박희용;전승배;박노길
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2008년도 춘계학술대회논문집
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    • pp.132-139
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    • 2008
  • The blade vibration problem of bladed disk is the most critical subject to consider since it directly affects the stable performance of the engine as well as life of the engine. Especially, due to complicated vibration pattern of the bladed disk, more effort was required for vibration analysis and test. The research of measuring the vibration of the bladed disk, using NSMS(Non-intrusive stress measurement) instead of Aeromechanics testing method requiring slip ring or telemetry system with strain gauge, was successful. These testing can report the actual stresses seen on the blades; detect synchronous resonances that are the source of high cycle fatigue (HCF) in blades; measure individual blade mis-tuning and coupled resonances in bladed disks. In order to minimize the error being created due to heat expansion, the tip timing sensor is installed parallel to the blade trailing edge, yielding optimal result. Also, when working on finite element analysis, the whole bladed disk has gone through three-dimensional analysis, evaluating the family mode. The result of the analysis matched well with the test result.

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공동주택 바닥판에 대한 실용적인 진동해석 (Practical Vibration Analysis for the Floor of Dwelling Building)

  • 박강근;김용태;최영화
    • 한국공간구조학회논문집
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    • 제6권1호
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    • pp.65-73
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    • 2006
  • 공동주택의 바닥 슬래브의 합리적인 진동평가를 위하여 보다 정확한 진동해석이 수행되어야 하므로 바닥 슬래브의 시공방법 및 재료에 따라서 상세하게 모델화하여야 한다. 실제 바닥 슬래브의 수치해석에 있어서 매우 상세하게 모델화하여 진동해석을 수행하는 것은 현실적으로 어려우므로 이에 대한 대안으로 본 논문에서 공동주택의 표준바닥 슬래브에 대한 보다 합리적인 수치해석 방법을 제안하였다.

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공동주택의 바닥 충격 진동 해석을 위한 유한요소법 응용 (Application of Finite Element Method to Floor Impact Vibration Analysis in the Apartment Buildings)

  • 서상호;전진용
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2005년도 춘계학술대회논문집
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    • pp.387-390
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    • 2005
  • Finite element method was applied to the vibration analysis of concrete slab system in apartment building. To save the time and cost the 2 dimensional finite element model was proposed. At first, experimental results show that sound peak components to influence the overall level and the rating of floor impact sound insulation were coincident with natural frequencies of the reinforced concrete slab. Second, there is linear relationship between the impact sound pressure level and vibration acceleration level. Third, 2 dimensional finite element model was enough to analyze the vibration analysis of floor structure system.

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전자광학 Holography법을 이용한 진동 특성 해석 (Analysis of Vibration Characteristics by Using Electro-Optic Holography Method)

  • 김경석;차용훈;김형택;정현철;양승필;김정호
    • 한국정밀공학회지
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    • 제15권4호
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    • pp.98-104
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    • 1998
  • Recently. a new technique called Electronic Speckle Pattern Interferometry(ESPI) has been developed to overcome the drawbacks of existing holography. This technique enable real-time interference fringes to be displayed directly on TV monitor without recourse to any form of photographic processing. This research was carried out for the purpose of applying the vibration analysis method employing Electronic Speckle Pattern Interference technique to the vibration analysis of uniform rectangular cantilever plate. The natural vibration frequencies found by ESPI were in fair agreement with theoretical eigen frequencies acquired using theoretical formula G. B. Warburton proposed.

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에너지 소산형 감쇠기를 이용한 철근콘크리트 전단벽-골조 시스템의 진동제어 (Vibration Control of Shear Wall-Frame System using Energy Dissipation Devices)

  • 박지훈;김길환
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2007년도 춘계학술대회논문집
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    • pp.578-581
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    • 2007
  • In this study, the seismic control performance of energy dissipation devices installed in a shear all-frame structure is investigated through nonlinear time history analysis of a 12-story building. Inelastic shear walls are modeled using the multiple vertical line element model (MVLEM) and inelastic columns and girders were modeled using fiber beam elements. For a seismic load increased by 38% compared to the design load, the seismic control performance was analyzed based on the results of a nonlinear time history analysis in terms of the inter-story drift, the story shear and the flexural strain. Friction type dampers was found to performs best if they are installed in the form of a brace adjacent to the shear wall with the friction force of 15 % of the maximum story shear force induced in the original building structure without dampers.

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광픽업 잔류 진동 저감을 위한 이송 속도 분포 해석 (Velocity Profile Analysis to Reduce Residual Vibration in Optical Pick-up)

  • 전홍걸;박영필
    • 소음진동
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    • 제10권2호
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    • pp.221-228
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    • 2000
  • In this paper, analytical study is performed to reduce residual vibration in seeking mode of optical pick-up. The conditions for acceleration adn deceleration time in trapezoidal velocity profile to reduce residual vibration are derived for undamped vibration system. To verify the validity of conditiosn two example studies are carried out. Numerical and experimental implementations for flexible arm system attached to moving part show that residual vibration is effectively reduced by calculated velocity profile. In addition, simulation study for optical pick-up reveals that by changing natural frequency to resonance frequency the conditions derived assuming undamped system can be applied to obtain velocity profile for minimum residual energy in damped vibration system.

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발파진동에 대한 구조물 안정성 평가 - 지하비축기지 건설 사례 (A Case Study on the Stability Assessment of Structures by Blast-induced Vibration)

  • 이정인;최용근;정용훈
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2005년도 추계학술대회논문집
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    • pp.479-484
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    • 2005
  • The test blasts were carried out by detonating some single blastholes at two upper sites of the underground storage cavern the crude oil. One was performed at the entrance site of the construction tunnel and the other at the middle part of the underground storage cavern. Based on the blast-induced vibration measured by the test blasts, we suggested the propagation equations of blasting vibration that were capable of estimating the peak particle velocity. In addition, in order to assess the stability of the nearest ground storage tank, we did the frequency analysis and the response spectrum analysis with the particle velocity-time history and the particle acceleration-time history that were measured by the test blast carried out on the entrance site of the construction tunnel. In result, it was predicted that the displacement on the highest part of the tank shell was less than the allowable displacement.

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