Dynamics analysis of distributed parameter system subjected to a moving oscillator with random mass, velocity and acceleration

被引:30
作者
Muscolino, G
Benfratello, S
Sidoti, A
机构
[1] Univ Messina, Dipartimento Construzioni & Tecnol Avanzate, I-98166 Messina, Italy
[2] Univ Palermo, Dipartimento Ingn Strutturale & Geotecn, I-90128 Palermo, Italy
关键词
stochastic analysis; perturbation approach; continuum dynamics; uncertain parameters;
D O I
10.1016/S0266-8920(01)00009-1
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The problem of calculating the response of a distributed parameter system excited by a moving oscillator with random mass, velocity and acceleration is investigated. The system response is a stochastic process although its characteristics are assumed to be deterministic. In this paper, the distributed parameter system is assumed as a beam with Bernoulli-Euler type analytical behaviour. By adopting the Galerkin's method, a set of approximate governing equations of motion possessing time-dependent uncertain coefficients and forcing function is obtained. The statistical characteristics of the deflection of the beam are computed by using an improved perturbation approach with respect to mean value. The method, useful to gathering the stochastic structural effects due to the oscillator-beam interaction, is simple and leads to results very close to Monte Carlo simulation for a wide interval of variation of the uncertainties. (C) 2001 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:63 / 72
页数:10
相关论文
共 17 条
  • [1] Bolotin V.V., 1964, DYNAMIC STABILITY EL
  • [2] BOLOTIN VV, 1965, STAT METHODS ENG MEC
  • [3] IMPROVED FINITE-ELEMENT METHOD FOR STOCHASTIC PROBLEMS
    ELISHAKOFF, I
    REN, YJ
    SHINOZUKA, M
    [J]. CHAOS SOLITONS & FRACTALS, 1995, 5 (05) : 833 - 846
  • [4] ELISHAKOFF I, 1994, STUDIES APPL MECH
  • [5] Fryba L., 1999, VIBRATION SOLIDS STR, DOI [DOI 10.1680/VOSASUML.35393, 10.1680/vosasuml.35393]
  • [6] Fryba Ladislav., 1996, Dynamics of Railway Bridges
  • [7] Kleiber M., 1992, STOCHASTIC FINITE EL
  • [8] Dynamically modified linear structures: Deterministic and stochastic response
    Muscolino, G
    [J]. JOURNAL OF ENGINEERING MECHANICS-ASCE, 1996, 122 (11): : 1044 - 1051
  • [9] Muscolino G, 1999, STRUCTURAL DYNAMICS, VOLS 1 AND 2, P711
  • [10] Improved dynamic analysis of structures with mechanical uncertainties under deterministic input
    Muscolino, G
    Ricciardi, G
    Impollonia, N
    [J]. PROBABILISTIC ENGINEERING MECHANICS, 2000, 15 (02) : 199 - 212