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An explicit time-domain approach for random vibration analysis of nonlinear systems under nonstationary non-gaussian excitations

delete2026-06-13
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PRE
AI
J
Jianhua Xian
C
Cheng Su *
X
Xiaoxiang Lin
DOI:10.1016/j.strusafe.2026.102742delete
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Abstract

Abstract

En 中文
• An EL-ETDM is proposed for non-Gaussian random vibration of nonlinear systems. • No Gaussian assumption is introduced in EL for nonlinear random vibration. • The first four orders of response moments/cumulants are explicitly formulated. • The fractional- or higher-order moments of absolute responses are explicitly simulated.

Journal

Structural Safety cover
Structural Safety
IF:
6.3
Papers:
1.4K
Citations:
7.0K

Organization

T
The University of Hong Kong
Scholars:
5.7K
Papers: 2.8K
Citations: 7
S
south china university of technology
Scholars:
6.5W
Papers: 5.0W
Citations: 85
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