Direct convolution integration method for random vibration analysis of structures subjected to nonuniformly modulated nonstationary excitations

Author:

Zhao Ning,Jia Shaomin,Zhu Zhanyuan,Huang Xianbin,Xiao Weimin,Wang Xuewei

Funder

CRSRI

National Natural Science Foundation of China

Sichuan Agricultural University

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,Aerospace Engineering,Civil and Structural Engineering,Signal Processing,Control and Systems Engineering

Reference40 articles.

1. Time-frequency varying response functions of non-classically damped linear structures under fully non-stationary stochastic excitations;Alderucci;Probab. Eng. Mech.,2018

2. Structural reliability applications of nonstationary spectral characteristics;Barbato;J. Eng. Mech.,2011

3. Time-variant reliability analysis of linear elastic systems subjected to fully nonstationary stochastic excitations;Barbato;J. Eng. Mech.,2015

4. Proper orthogonal decomposition-based modeling, analysis, and simulation of dynamic wind load effects on structures;Chen;J. Eng. Mech.,2005

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