Spectrum Analysis of The Gate of Dike Structure Under Nonstationary Random Loading
DOI:
https://doi.org/10.31663/utjes.v1i1.126Keywords:
Random loading, seismic excitation, no stationary processAbstract
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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Copyright (c) 2010 The Author(s), under exclusive license to the University of Thi-Qar
This work is licensed under a Creative Commons Attribution 4.0 International License.