Structural responses to arbitrarily coherent stationary random excitations

DOI10.1016/0045-7949(94)90422-7zbMath0803.73049OpenAlexW2079424150MaRDI QIDQ4304983

Jian-jun Li, Wenshou Zhang, Jia-Hao Lin

Publication date: 5 September 1994

Published in: Computers & Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7949(94)90422-7

zbMATH Keywords

Hermitian matricespseudo-excitation methodexcitation PSD matricesmutli-input-multi-output problems

Mathematics Subject Classification ID

Vibrations in dynamical problems in solid mechanics (74H45) Random vibrations in dynamical problems in solid mechanics (74H50)

Related Items (9)

Vehicle vibration analysis in changeable speeds solved by pseudoexcitation method ⋮ Seismic response analysis of damper-connected adjacent structures with stochastic parameters ⋮ A hybrid approach for the time domain analysis of linear stochastic structures ⋮ Structural seismic response to inhomogeneous random field ⋮ Stationary random waves propagation in 3D viscoelastic stratified solid ⋮ Highly efficient and accurate buffeting analysis of complex structures ⋮ Acccurate and highly efficient algorithms for structural stationary/non-stationary random responses. ⋮ Formulation of three-dimensional equations of motion for train-slab track-bridge interaction system and its application to random vibration analysis ⋮ A coupled model for train-track-bridge stochastic analysis with consideration of spatial variation and temporal evolution

This page was built for publication: Structural responses to arbitrarily coherent stationary random excitations