Spectrum Analysis of The Gate of Dike Structure Under Nonstationary Random Loading

Authors

  • Kadhim Karim Mohsen Mechanical Engineering Department, College of Engineering University of Thi-Qar ,Thi-Qar ,Iraq

DOI:

https://doi.org/10.31663/utjes.v1i1.126

Keywords:

Random loading, seismic excitation, no stationary process

Abstract

 This paper investigates the nonstationary random excitations with a constraint on mean square value such that the response variance of a given linear system is minimized. It is also possible to incorporate the dominant input frequency into the analysis. The excitation is taken to be the product of a deterministic enveloping function and a zero mean Gaussian nonstationary random process. The power spectral density function of this process is determined such that the response variance is minimized. The numerical results are presented for multi-degree freedom system and modeled to predict the behavior of the gate of dike Structure under random water loading.

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Published

2010-06-01

Issue

Section

Articles

How to Cite

Spectrum Analysis of The Gate of Dike Structure Under Nonstationary Random Loading. (2010). University of Thi-Qar Journal for Engineering Sciences, 1(1), 48-62. https://doi.org/10.31663/utjes.v1i1.126