JIN Xiao-ling, HUANG Zhi-long, LEUNG Andrew Y T. Nonstationary Probability Densities of System Response of Strongly Nonlinear Single-Degree-of-Freedom System Subject to Modulated White Noise Excitation[J]. Applied Mathematics and Mechanics, 2011, 32(11): 1294-1305. doi: 10.3879/j.issn.1000-0887.2011.11.004
Citation: JIN Xiao-ling, HUANG Zhi-long, LEUNG Andrew Y T. Nonstationary Probability Densities of System Response of Strongly Nonlinear Single-Degree-of-Freedom System Subject to Modulated White Noise Excitation[J]. Applied Mathematics and Mechanics, 2011, 32(11): 1294-1305. doi: 10.3879/j.issn.1000-0887.2011.11.004

Nonstationary Probability Densities of System Response of Strongly Nonlinear Single-Degree-of-Freedom System Subject to Modulated White Noise Excitation

doi: 10.3879/j.issn.1000-0887.2011.11.004
  • Received Date: 2010-09-10
  • Rev Recd Date: 2011-09-05
  • Publish Date: 2011-11-15
  • The nonstationary probability densities of system response of a single-degree-of-freedom system with lightly nonlinear damping and strongly nonlinear stiffness subject to dulated white noise excitation were studied.Using the stochastic averaging method based on the generalized harmonic functions,the averaged Fokker-Planck-Kolmogorov equation governing the nonstationary probability density of the amplitude was derived.The solution of the equation was approximated by a series expansion in terms of a set of properly selected basis functions with time-dependent coefficients.According to the Galerkin method,the time-dependent coefficients can be solved from a set of first-order linear differential equations.Then the semi-analytical formulae of the nonstationary probability density of the amplitude response as well as the nonstationary probability density of the state response and the statistic moments of the amplitude response can be obtained.A van der Pol-Duffing oscillator subject to modulated white noise was given as an example to illustrate the proposed procedures.The effects of the system parameters,such as linear damping coefficient and nonlinear stiffness coefficient,on the system response were discussed.
  • loading
  • [1]
    Wirsching P H, Yao J T P. Monte Carlo study of seismic structural safety[J]. ASCE Journal of the Structural Division, 1971, 97(5):1497-1519.
    [2]
    Howell L J, Lin Y K. Response of flight vehicles to nonstationary atmospheric turbulence[J]. AIAA Journal, 1971, 9(11): 2201-2207. doi: 10.2514/3.50026
    [3]
    Yang Y N. Nonstationary envelope process and first excursion probability[J]. Journal of Structural Mechanics, 1972, 1(2): 231-248. doi: 10.1080/03601217208905341
    [4]
    Fujimori Y, Lin Y K. Analysis of airplane response to nonstationary turbulence including wing bending flexibility[J]. AIAA Journal, 1973, 11(3): 334-339. doi: 10.2514/3.50474
    [5]
    Zhang Z C, Lin J H, Zhang Y H, Zhao Y, Howson W P, Williams F W. Non-stationary random vibration analysis for train-bridge systems subjected to horizontal earthquakes[J]. Engineering Structures, 2010, 32(11):3571-3582. doi: 10.1016/j.engstruct.2010.08.001
    [6]
    Abbas A M, Manohar C S. Reliability-based vector nonstationary random critical earthquake excitations for parametrically excited systems[J]. Structural Safety, 2007, 29(1): 32-48. doi: 10.1016/j.strusafe.2005.11.003
    [7]
    Caughey T K, Stumpf H F. Transient response of a dynamic system under random excitation[J]. Journal of Applied Mechanics-Transactions of the ASME, 1961, 28: 563-566. doi: 10.1115/1.3641783
    [8]
    Corotis R B, Marshall T A. Oscillator response to modulated random-excitation[J]. Journal of the Engineering Mechanics Division- ASCE, 1977, 103(4): 501-513.
    [9]
    Iwan W D, Hou Z K. Explicit solutions for the response of simple systems subjected to nonstationary random-excitation[J]. Structural Safety, 1989, 6(2/4): 77-86. doi: 10.1016/0167-4730(89)90011-8
    [10]
    Fu G. Seismic response statistics of SDOF system to exponentially modulated coloured input: an explicit solution[J]. Earthquake Engineering and Structural Dynamics, 1995, 24(10): 1355-1370. doi: 10.1002/eqe.4290241006
    [11]
    Michaelov G, Sarkani S, Lutes L D. Spectral characteristics of nonstationary random processes response of a simple oscillator[J]. Structural Safety, 1999, 21(3): 245-267. doi: 10.1016/S0167-4730(99)00019-3
    [12]
    Jangid R S. Stochastic response of building frames isolated by lead-rubber bearings[J]. Structural Control & Health Monitoring, 2010, 17(1): 1-22.
    [13]
    Allam S M, Datta T K. Seismic response of a cable-stayed bridge deck under multi-component non-stationary random ground motion[J]. Earthquake Engineering & Structural Dynamics, 2004, 33(3): 375-393.
    [14]
    Verdon J M. Response of a single-degree-of-freedom system to modulated white noise[J]. Journal of Applied Mechanics-Transactions of the ASME, 1973, 40: 296-297. doi: 10.1115/1.3422946
    [15]
    To C W S. Non-stationary random responses of a multi-degree-of-freedom system by the theory of evolutionary spectra[J]. Journal of Sound and Vibration, 1982, 83(2): 273-291. doi: 10.1016/S0022-460X(82)80091-6
    [16]
    Ahmadi G. Mean square response of a duffing oscillator to a modulated white noise excitation by the generalized method of equivalent linearization[J]. Journal of Sound and Vibration, 1980, 71(1): 9-15. doi: 10.1016/0022-460X(80)90404-6
    [17]
    Iwan W D, Mason A B. Equivalent linearization for systems subjected to non-stationary random excitation[J]. International Journal of Non-Linear Mechanics, 1980, 15(2): 71-82. doi: 10.1016/0020-7462(80)90001-3
    [18]
    Fang T, Zhang T S. Non-stationary mean-square response due to uniformly amplitude modulated random excitations[J]. Journal of Sound and Vibration, 1995, 182(3): 369-379. doi: 10.1006/jsvi.1995.0205
    [19]
    Spanos P D. A method for analysis of non-linear vibrations caused by modulated random-excitation[J]. International Journal of Non-Linear Mechanics, 1981, 16(1): 1-11. doi: 10.1016/0020-7462(81)90026-3
    [20]
    Kougioumtzoglou I A, Spanos P D. An approximate approach for nonlinear system response determination under evolutionary stochastic excitation[J]. Current Science, 2009, 97(8): 1203-1211.
    [21]
    Zhu W Q. Nonlinear stochastic dynamics and control in Hamiltonian formulation[J]. Applied Mechanics Reviews, 2006, 59(4): 230-248. doi: 10.1115/1.2193137
    [22]
    Zhu W Q, Huang Z L, Suzuki Y. Response and stability of strongly non-linear oscillators under wide-band random excitation[J]. International Journal of Non-Linear Mechanics, 2001, 36(8): 1235-1250. doi: 10.1016/S0020-7462(00)00093-7
    [23]
    Xu Z, Chung Y K. Averaging method using generalized harmonic functions for strongly non-linear oscillators[J]. Journal of Sound and Vibration, 1994, 174(4): 563-576. doi: 10.1006/jsvi.1994.1294
    [24]
    Khasminskii R Z. On the averaging principle for It stochastic differential equations[J]. Kibernetika, 1968, 4: 260-279. (in Russian)
    [25]
    Spanos P D, Iwan W D. Computational aspects of random vibration analysis[J]. Journal of the Engineering Mechanics Division- ASCE, 1978, 104(EM6):1043-1415.
    [26]
    Spanos P D, Sofi A, Di Paola M. Nonstationary response envelope probability densities of nonlinear oscillators[J]. Journal of Applied Mechanics-Transactions of the ASME, 2007, 74(2): 315-324. doi: 10.1115/1.2198253
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (1339) PDF downloads(1135) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return