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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Structural Engineering and Mechanics, An Int'l Journal Structural Engineering and Mechanics, An Int'l Journal Vol.54 No.1
- 발행연도
- 2015.1
- 수록면
- 55 - 67 (13page)
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초록· 키워드
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Taking the mid-span/center-point of the structure as the reference point of capturing the maximum dynamic response is very customary in the available literature of the moving load problems. In this article, the absolute maximum dynamic response of an Euler-Bernoulli beam subjected to a moving mass is widely investigated for various boundary conditions of the base beam. The response of the beam is obtained by utilizing a robust numerical method so-called OPSEM (Orthonormal Polynomial Series Expansion Method). It is underlined that the absolute maximum dynamic response of the beam does notnecessarily take place at the mid-span of the beam and thus the conventional analysis needs modifications. Therefore, a comprehensive parametric survey of the base beam absolute maximum dynamic response is represented in which the contribution of the velocity and weight of the moving inertial objects are scrutinized and compared to the conventional version (maximum at mid-span).
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참고문헌 (25)
참고문헌 신청
Andersen, L. / 2006 / Coupled boundary and finite element analysis of vibration from railway tunnels-a comparison of two-and three-dimensional models / J. Sound. Vib 293(3-5):611~625
Cifuentes, A. / 1992 / A general method to determine the dynamic response of a plate to a moving mass / Comput. Struct 42:31~36
Ding, H. / 2012 / Convergence of Galerkin truncation for dynamic response of finite beams on nonlinear foundations under a moving load / J. Sound. Vib 331(10):2426~2442
Ebrahimzadeh Hassanabadi, M. / 2014 / An optimum modal superposition approach in the computation of moving mass induced vibrations of a distributed parameter system / Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science
Ebrahimzadeh Hassanabadi, M. / 2013 / A new Orthonormal Polynomial Series Expansion Method invibration analysis of thin beams with non-uniform thickness / Appl. Math. Model 37(18-19):8543~8556
Cifuentes, A. / 1992 / A general method to determine the dynamic response of a plate to a moving mass / Comput. Struct 42:31~36
Ding, H. / 2012 / Convergence of Galerkin truncation for dynamic response of finite beams on nonlinear foundations under a moving load / J. Sound. Vib 331(10):2426~2442
Ebrahimzadeh Hassanabadi, M. / 2014 / An optimum modal superposition approach in the computation of moving mass induced vibrations of a distributed parameter system / Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science
Ebrahimzadeh Hassanabadi, M. / 2013 / A new Orthonormal Polynomial Series Expansion Method invibration analysis of thin beams with non-uniform thickness / Appl. Math. Model 37(18-19):8543~8556
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