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Information Journal Paper

Title

PROBABILISTIC NONLINEAR DYNAMIC ANALYSIS OF A PLANE FRAME WITH MATERIAL AND GEOMETRIC UCERTAINTIES

Pages

  665-680

Abstract

 This paper focuses on PROBABILISTIC NONLINEAR DYNAMIC ANALYSIS of a plane frame in which density, modulus of elasticity and section dimensions are random variables. The Monte Carlo method is used to simulate the random variables with different types of probability density functions and various coefficients of variation. The time-displacement responses of the frame show that randomness in the material and geometric properties can lead to significant uncertainty in the maximum response displacement. Also, the statistically dynamic responses obtained by the present approach will be useful for studying the STRUCTURAL SAFETY and reliability.

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    Cite

    APA: Copy

    ALAMATIAN, J., & SHAHABIAN, F.. (2013). PROBABILISTIC NONLINEAR DYNAMIC ANALYSIS OF A PLANE FRAME WITH MATERIAL AND GEOMETRIC UCERTAINTIES. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), 14(5), 665-680. SID. https://sid.ir/paper/299075/en

    Vancouver: Copy

    ALAMATIAN J., SHAHABIAN F.. PROBABILISTIC NONLINEAR DYNAMIC ANALYSIS OF A PLANE FRAME WITH MATERIAL AND GEOMETRIC UCERTAINTIES. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING)[Internet]. 2013;14(5):665-680. Available from: https://sid.ir/paper/299075/en

    IEEE: Copy

    J. ALAMATIAN, and F. SHAHABIAN, “PROBABILISTIC NONLINEAR DYNAMIC ANALYSIS OF A PLANE FRAME WITH MATERIAL AND GEOMETRIC UCERTAINTIES,” ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), vol. 14, no. 5, pp. 665–680, 2013, [Online]. Available: https://sid.ir/paper/299075/en

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