A modal approach for the evaluation of the response sensitivity of structural systems subjected to non-stationary random processes

DOI10.1016/j.cma.2004.11.006zbMath1092.74018OpenAlexW1989700476MaRDI QIDQ2495800

P. Cacciola, Giuseppe Muscolino, P. Colajanni

Publication date: 30 June 2006

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.cma.2004.11.006

zbMATH Keywords

integration schemestochastic responseKronecker algebra

Mathematics Subject Classification ID

Random vibrations in dynamical problems in solid mechanics (74H50)

Related Items

RESPONSE STATISTICS OF LINEAR STRUCTURES WITH UNCERTAIN-BUT-BOUNDED PARAMETERS UNDER GAUSSIAN STOCHASTIC INPUT ⋮ Input torque sensitivity to uncertain parameters in biped robot ⋮ Application of the random eigenvalue problem in forced response analysis of a linear stochastic structure ⋮ Dynamics of the exponential integrate-and-fire model with slow currents and adaptation ⋮ Structural reliability sensitivities under nonstationary random vibrations

Cites Work

• Unnamed Item
• Unnamed Item
• Unnamed Item
• Sensitivity evaluation in seismic reliability analysis of structures.
• The sensitivity analysis of stochastic non-linear dynamical systems
• Perturbation-magnitude control for difference-quotient estimation of derivatives
• Stochastic design sensitivity in structural dynamics
• Stochastic sensitivity and uncertainty of secondary systems in base-isolated structures
• A global sensitivity analysis in structural mechanics
• Rates of change of eigenvalues and eigenvectors.