A shear-shear torsional beam model for nonlinear aeroelastic analysis of tower buildings

DOI10.1007/s00033-014-0456-zzbMath1321.74038OpenAlexW1971147543MaRDI QIDQ493588

Yong-Cai Geng, Sumit K. Garg

Publication date: 3 September 2015

Published in: ZAMP. Zeitschrift für angewandte Mathematik und Physik (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s00033-014-0456-z

zbMATH Keywords

homogenization procedureperturbation approachaeroelastic instabilityequivalent beam model

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Analytic approximation of solutions (perturbation methods, asymptotic methods, series, etc.) of dynamical problems in solid mechanics (74H10) Dynamical bifurcation of solutions to dynamical problems in solid mechanics (74H60) Homogenization and oscillations in dynamical problems of solid mechanics (74Q10)

Related Items (11)

On the whole spectrum of Timoshenko beams. II: Further applications ⋮ On the whole spectrum of Timoshenko beams. I: A theoretical revisitation ⋮ An isogeometric implicit \(G^1\) mixed finite element for Kirchhoff space rods ⋮ Buckling of tower buildings on elastic foundation under compressive tip forces and self-weight ⋮ An analytical assessment of finite element and isogeometric analyses of the whole spectrum of Timoshenko beams ⋮ Exegesis of the Introduction and Sect. I from “Fundamentals of the Mechanics of Continua”^** by E. Hellinger ⋮ A comparison between different approaches for modelling media with viscoelastic properties via optimization analyses ⋮ Free and forced linear dynamics of a homogeneous model for beam-like structures ⋮ Variational asymptotic homogenization of beam-like square lattice structures ⋮ Flexural torsional buckling of uniformly compressed beam-like structures ⋮ Equivalent Timoshenko linear beam model for the static and dynamic analysis of tower buildings

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