Analysis of structures subjected to random wind loading by simulation in the frequency domain

The closely related methods of transfer matrices and direct numerical integration have been extensively used in the analysis of free standing structures. In case of structures subjected to dynamic loading, the method is particularly suitable to analysis in the frequency domain, enabling the consider...

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Veröffentlicht in:	Probabilistic engineering mechanics 2002-07, Vol.17 (3), p.233-239
Hauptverfasser:	Ambrosini, Ricardo Daniel, Riera, Jorge Daniel, Danesi, Rodolfo Francisco
Format:	Artikel
Sprache:	eng
Schlagworte:	Along-wind loading Applied sciences Buildings. Public works Computation methods. Tables. Charts Exact sciences and technology Frequency domain Fundamental areas of phenomenology (including applications) Monte Carlo simulation Physics Slender structures Solid mechanics Stationary random process Structural analysis. Stresses Structural and continuum mechanics Thin-walled open section beams Towers and chimneys Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...) Vibrations and mechanical waves
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