• 제목/요약/키워드: 불규칙가진

검색결과 141건 처리시간 0.019초

불규칙 가진되는 회전-고정보의 비선형응답특성 (Nonlinear Responses of a Hinged-Clamped Beam under Random Excitation)

  • 조덕상;김영종
    • 한국전산구조공학회논문집
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    • 제13권4호
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    • pp.427-436
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    • 2000
  • 이 논문은 불규칙 가진력을 받는 회전-고정보의 비선형 응답특성을 나타낸다. 불규칙 가진력은 두 번째 고유모드의 절점과 최대변위점에 가했다. 비선형 편미분 방정식과 경계조건으로 표현되는 이 문제를 Galerkin의 방법을 이용하여 연립 비선형 상미분방정식으로 변환하였다. 이 상미분방정식으로부터 Fokker-Planck방정식과 모멘트 방정식을 얻은 후 Gaussian closure 방법 및 non-Gaussian closure 방법을 이용하여 3 모드 근사시 각각 27개 및 209개의 자율 상미분방정식을 구하였다. Gaussian closure 방법과 non-Gaussian closure 방법으로 2 모드 및 3 모드 근사해석을 수행하였고 해석적 결과들은 Monte Carlo 시뮬레이션 결과와 비교되었다. 해석결과 2 모드 근사해와 3 모드 근사해가 거의 일치하였고 2 모드 내부공진만 고려하여도 해석결과에 별 영향을 주지 않는다는 것을 알 수 있다.

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집중질량 충격시스템의 불규칙가진에 대한 응답특성 (Response Characteristics of a Lumped Parameter Impact System under Random Excitation)

  • 이창희
    • 소음진동
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    • 제9권4호
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    • pp.778-784
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    • 1999
  • A method for obtaining the motion of an impact system whose primary and secondary system are composed of lumped masses, springs and dampers, and all the contacts are made through spring and damping elements is presented. The frequency response functions derived from the equations of motion and the impulse response functions obtained from the inverse Fourier transform of the derived frequency response functions are used for the calculation of the system responses. The procedure developed for the calculation of displacements and force time-histories was based on the convolution integrals of impulse response functions and forces applied to the systems. Time histories of displacements and contact forces are obtained for the case where a random excitation is applied to a point in the system. Impact statistics such as contact forces and the time between impacts calculated from those time histories is presented.

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불규칙 가진을 받는 탄성진자의 응답 해석 (Response of an Elastic Pendulum under Random Excitations)

  • 이신영
    • 한국공작기계학회논문집
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    • 제18권2호
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    • pp.187-193
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    • 2009
  • Dynamic response of an elastic pendulum system under random excitations was studied by using the Lagrangian equations of motion which uses the kinetic and potential energy of a target system. The responses of random excitations were calculated by using Monte Carl simulation which uses the series of random numbers. The procedure of Monte Carlo simulation is generation of random numbers, system model, system output, and statistical management of output. When the levels of random excitations were changed, the expected responses of the pendulum system showed various responses.

광대역 불규칙 가진력을 받는 탄성진자계의 내부공진효과 (Influence of Internal Resonance on Responses of a Spring-Pendulum System under Broad Band Random Excitation)

  • 이원경;조덕상
    • 소음진동
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    • 제8권3호
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    • pp.399-407
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    • 1998
  • An investigation into the modal interaction of an autoparameteric systemunder broad-band random excitation is made. The specific system examined is a spring-pendulum system with internal resonance, which is known to be a good model for a variety of engineering systems, including ship motions with nonlinear coupling between pitching and rolling motions. By means of the Gaussian closure method the dynamic moment equations explaining the random responses of the system are reduced to a system of autonomous ordinanary differential equations of the first and second moments. In view of equilibrium solutions of this system and their stability we examine the system responses. The stabilizing effect of system damping is also examined.

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내부공진을 가진 탄성진자계의 불규칙 진동응답을 위한 두 해석해의 비교 (Comparison Between Two Analytical Solutions for Random Vibration Responses of a Spring-Pendulum System with Internal Resonance)

  • 조덕상;이원경
    • 소음진동
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    • 제8권4호
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    • pp.715-722
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    • 1998
  • An investigation into the stochastic bifurcation and response statistics of an autoparameteric system under broad-band random excitation is made. The specific system examined is a spring-pendulum system with internal resonance, which is known to be a good model for a variety of engineering systems, including ship motions with nonlinear coupling between pitching and rolling motions. The Fokker-Planck equations is used to genrage a general first-order differential equation in the dynamic moment of response coordinates. By means of the Gaussian and non-Gaussian closure methods the dynamic moment equations for the random responses of the system are reduced to a system of autonomous ordinanary differential equations. In view of equilibrium solutions of this system and their stability we examine the stochastic bifurcation and response statistics. The analytical results are compared with results obtained by Monte Carlo simulation.

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불규칙 교란을 받는 비행체에 장착된 비선형 시스템의 난진동 해석 (Analysis on random vibration of a non-linear system in flying vehicle due to stochastic disturbances)

  • 구제선
    • 대한기계학회논문집
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    • 제14권6호
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    • pp.1426-1435
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    • 1990
  • 본 연구에서는 확률론적 등가선형화 기법을 사용하여 비선형 랜덤 시스템을 선형화하였다.또 이 선형화된 시스템을 최근에 새로이 제안된 방법을 적용하여 비 백색잡음형태의 랜덤 가진을 받을 때 그 거동을 구하였다.

불규칙 지반 가진력을 받는 탄성진자계의 비선형진동응답 (Nonlinear Vibration Responses of a Spring-Pendulum System under Random Base Excitation)

  • 조덕상
    • 한국정밀공학회지
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    • 제18권3호
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    • pp.175-181
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    • 2001
  • An investigation into the response statistics of a spring-pendulum system whose base oscillates randomly along vertical and horizontal line is made. The spring-pendulum system with internal resonance examined is known to be a good model for a variety of engineering systems, including ship motions with nonlinear coupling between pitching and rolling motions. The Fokker-Planck equation is used to generate a general first-order differential equations for the random responses of the system are reduced to a system of autonomous ordinary differential equations. In view of equilibrium solutions of this system and their stability, the response statistics is examined. It is seen that increase in horizontal excitation level leads to a decreased width of the internal resonance region.

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불규칙 가진의 크기에 따른 탄성진자 계의 안정성 검토 (Stability of an Elastic Pendulum System due to Random Excitations)

  • 이신영
    • 한국생산제조학회지
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    • 제20권6호
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    • pp.697-702
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    • 2011
  • Responses of multi degree of freedom systems under random excitations can be estimated by using Monte Carlo simulation. The equations of motion of an elastic pendulum system include nonlinear terms and show irregular characteristics under random excitation. While the magnitude of random excitation is small the response of an elastic pendulum shows borderlines. As the magnitudes of excitation increase, the responses show divergence with very large amplitudes of motion and the tendency is diverse dependent on the magnitude and type of random excitations and the ratio of natural frequencies.