The Response of a SDOF System Driven by a Periodic Random Force

Vladimír Sana; Ondrej Rokos; Jiří Maca

doi:10.4028/www.scientific.net/AMR.1144.153

Paper Titles

Parameter Study on Subset Simulation for Reliability Assessment
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Bayesian Updating of Aleatory Uncertainties in Heterogeneous Materials
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Quasicontinuum Method Combined with Anisotropic Microplane Model
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Surrogate Based Evaluation of the Design of Experiments
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The Response of a SDOF System Driven by a Periodic Random Force
p.153

Adaptive Boundaries of Wang Tiles for Heterogeneous Material Modelling
p.159

Galerkin-Eshelby Meshless Approach to Multiple Inclusion Problem
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Comparison of Semidefinite Solvers for Topology Optimization of Cantilever Trusses Subject to Fundamental Eigenvalue Constraint
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Synthesized Fields Fluctuations by Means of Wang Tiles and Local Tilings
p.178

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 1144The Response of a SDOF System Driven by a Periodic...

The Response of a SDOF System Driven by a Periodic Random Force

Abstract:

This work deals with the response of a linear undamped SDOF system exposed to a force with random amplitude, phase shift, or their combination. The first two moments, the mean value and the variance, of the response will be determined analytically through the Duhamel's integral, and compared to the numerical Monte Carlo simulations. Integration of associated equations of motion will be performed by the Newmark method of average acceleration.

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Periodical:

Advanced Materials Research (Volume 1144)

Pages:

153-158

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1144.153

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Online since:

March 2017

Authors:

Vladimír Sana*, Ondrej Rokos, Jiří Maca

Keywords:

Duhamel's Integral, Footbridges, Random Structural Vibrations

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* - Corresponding Author

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