Parallel processing for transient nonlinear structural dynamics of three-dimensional framed structures using domain decomposition

DOI10.1016/0045-7949(88)90189-7zbMath0664.73051OpenAlexW2007771042MaRDI QIDQ3815661

Jerome F. Hajjar, John F. Abel

Publication date: 1988

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

Full work available at URL: https://doi.org/10.1016/0045-7949(88)90189-7

zbMATH Keywords

material nonlinearitypreconditioned conjugate gradient algorithmiterative solutiongeometricearthquake loadingsubstructuring techniquesarbitrary dynamic loadingcoarse-grained parallel processing environmentimplicit domain decomposition methodlong-duration dynamic loadingsteel building frameswide distribution of vibrational frequencies

Mathematics Subject Classification ID

Related Items (7)

EVALUATION OF AUTOMATIC DOMAIN PARTITIONING ALGORITHMS FOR PARALLEL FINITE ELEMENT ANALYSIS ⋮ Recursive spectral algorithms for automatic domain partitioning in parallel finite element analysis ⋮ On the accuracy of some domain-by-domain algorithms for parallel processing of transient structural dynamics ⋮ Parallel processing of central difference transient analysis for three-dimensional nonlinear framed structures ⋮ Partitioned multiply scaled pseudo conjugate gradient schemes ⋮ A parallel computational model for the finite element method on a memory- sharing multiprocessor computer ⋮ Comparative efficiencies of three parallel algorithms for nonlinear implicit transient dynamic analysis

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