Dynamic response of frameworks by numerical Laplace transform

DOI10.1016/0045-7825(83)90080-4zbMath0494.73083OpenAlexW2061000093MaRDI QIDQ1169329

G. V. Narayanan, Dimitrios E. Beskos

Publication date: 1983

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

Full work available at URL: https://doi.org/10.1016/0045-7825(83)90080-4

zbMATH Keywords

rotatory inertiaearthquake excitationsLaplace transform domainbeam elementflexuraltorsional motionnumerical inversion of transformed solutionaxialaxial forces on bendingbased on exact solution of transformed governing equation of motioncomplex three-dimensional frameworksdynamic shockseffects of dampingleads to exact solution of the problemshear deformation on dynamic responsewind forces

Mathematics Subject Classification ID

Related Items (5)

An efficient hybrid time-Laplace domain method for elastodynamic analysis based on the explicit Green's approach ⋮ Linear Algebra Issues in a Family of Advanced Hybrid Finite Elements ⋮ Telegraph equation: two types of harmonic waves, a discontinuity wave, and a spectral finite element ⋮ Free Vibration Behavior of Exponential Functionally Graded Beams with Varying Cross-section ⋮ Dynamic behavior of frame structures by boundary integral procedures

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