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    A Wiener Path Integral Solution Treatment and Effective Material Properties of a Class of One-Dimensional Stochastic Mechanics Problems 

    Source: Journal of Engineering Mechanics:;2017:;Volume ( 143 ):;issue: 006
    Author(s): Ioannis A. Kougioumtzoglou
    Publisher: American Society of Civil Engineers
    Abstract: A Wiener path integral (WPI)-based approximate technique is developed for determining the joint response probability density function (PDF) of a class of one-dimensional stochastic mechanics problems. Specifically, employing ...
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    Softening Duffing Oscillator Reliability Assessment Subject to Evolutionary Stochastic Excitation 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2016:;Volume ( 002 ):;issue: 002
    Author(s): Ioannis A. Kougioumtzoglou; Yuanjin Zhang; Michael Beer
    Publisher: American Society of Civil Engineers
    Abstract: An approximate analytical technique for assessing the reliability of a softening Duffing oscillator subject to evolutionary stochastic excitation is developed. Specifically, relying on a stochastic averaging treatment of ...
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    Softening Duffing Oscillator Reliability Assessment Subject to Evolutionary Stochastic Excitation 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2016:;Volume ( 002 ):;issue: 002
    Author(s): Ioannis A. Kougioumtzoglou; Yuanjin Zhang; Michael Beer
    Publisher: American Society of Civil Engineers
    Abstract: An approximate analytical technique for assessing the reliability of a softening Duffing oscillator subject to evolutionary stochastic excitation is developed. Specifically, relying on a stochastic averaging treatment of ...
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    Functional Series Expansions and Quadratic Approximations for Enhancing the Accuracy of the Wiener Path Integral Technique 

    Source: Journal of Engineering Mechanics:;2020:;Volume ( 146 ):;issue: 007
    Author(s): Apostolos F. Psaros; Ioannis A. Kougioumtzoglou
    Publisher: ASCE
    Abstract: A novel Wiener path integral (WPI) technique is developed for determining the response of stochastically excited nonlinear oscillators. This is done by employing functional series expansions in conjunction with quadratic ...
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    A Wiener Path Integral Formalism for Treating Nonlinear Systems with Non-Markovian Response Processes 

    Source: Journal of Engineering Mechanics:;2023:;Volume ( 149 ):;issue: 001:;page 04022092-1
    Author(s): Ilias G. Mavromatis; Apostolos F. Psaros; Ioannis A. Kougioumtzoglou
    Publisher: American Society of Civil Engineers
    Abstract: A novel formalism of the Wiener path integral (WPI) technique for determining the stochastic response of diverse dynamical systems is developed. It can be construed as a generalization of earlier efforts to account, in a ...
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    Linear Random Vibration of Structural Systems with Singular Matrices 

    Source: Journal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 002
    Author(s): Vasileios C. Fragkoulis; Ioannis A. Kougioumtzoglou; Athanasios A. Pantelous
    Publisher: American Society of Civil Engineers
    Abstract: A framework is developed for determining the stochastic response of linear multi-degree-of-freedom (MDOF) structural systems with singular matrices. This system modeling can arise when using more than the minimum number ...
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    Statistical Linearization of Nonlinear Structural Systems with Singular Matrices 

    Source: Journal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 009
    Author(s): Vasileios C. Fragkoulis; Ioannis A. Kougioumtzoglou; Athanasios A. Pantelous
    Publisher: American Society of Civil Engineers
    Abstract: A generalized statistical linearization technique is developed for determining approximately the stochastic response of nonlinear dynamic systems with singular matrices. This system modeling can arise when a greater than ...
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    Linear Random Vibration of Structural Systems with Singular Matrices 

    Source: Journal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 002
    Author(s): Vasileios C. Fragkoulis; Ioannis A. Kougioumtzoglou; Athanasios A. Pantelous
    Publisher: American Society of Civil Engineers
    Abstract: A framework is developed for determining the stochastic response of linear multi-degree-of-freedom (MDOF) structural systems with singular matrices. This system modeling can arise when using more than the minimum number ...
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    Nonlinear Random Vibrations of Beams with In-Span Supports via Statistical Linearization with Constrained Modes 

    Source: Journal of Engineering Mechanics:;2019:;Volume ( 145 ):;issue: 006
    Author(s): Andrea Burlon; Ioannis A. Kougioumtzoglou; Giuseppe Failla; Felice Arena
    Publisher: American Society of Civil Engineers
    Abstract: A statistical linearization technique is developed for determining second-order response statistics of beams with in-span elastic concentrated supports. The nonlinearities considered relate both to the support restoring ...
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    Joint Statistics of Natural Frequencies Corresponding to Structural Systems with Singular Random Parameter Matrices 

    Source: Journal of Engineering Mechanics:;2022:;Volume ( 148 ):;issue: 003:;page 04022001
    Author(s): Vasileios C. Fragkoulis; Ioannis A. Kougioumtzoglou; Athanasios A. Pantelous; Michael Beer
    Publisher: ASCE
    Abstract: An asymptotic approximation methodology for solving standard random eigenvalue problems is generalized herein to account for structural systems with singular random parameter matrices. In this regard, resorting to the ...
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