An evaluation of higher-order modal methods for calculating transient structural response

DOI10.1016/0045-7949(87)90184-2zbMath0626.73085OpenAlexW2049078785MaRDI QIDQ3030373

Michael F. Riley, Raphael T. Haftka, Charles J. Camarda

Publication date: 1987

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

Full work available at URL: https://doi.org/10.1016/0045-7949(87)90184-2

zbMATH Keywords

convolution-integral form of structural responseforce-derivative methodhigher-order modal methodrepeated integrations by partstransient structural analysis

Mathematics Subject Classification ID

Vibrations in dynamical problems in solid mechanics (74H45)

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A generalized elastic coordinate method for unconstrained structural dynamics ⋮ Accurate method for harmonic responses of non-classically damped systems in the middle frequency range ⋮ Reduction methods based on eigenvectors and Ritz vectors for nonlinear transient analysis

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