In this paper, with the aim to move a first step toward a simplified computational tool for the dynamic analysis of slender no-tensile structures, a comparison between different techniques for reliability assessment is presented. A simplified 2D model of a typical slender no-tensile structure, a masonry chimney f.i., under turbulent wind speed has been developed. A finite element commercial code (ANSYS) and an automatic procedure implemented under MATLAB, are employed for a comparison between the linear and the nonlinear behaviour.
Comparision among different techniques for reliability assessment of no-tensile structures under turbulent wind / Betti, Michele; Biagini, Paolo; Facchini, Luca. - CD-ROM. - (2005), pp. 1-13. (Intervento presentato al convegno The Fourth European & African Conference on Wind Engineering tenutosi a Praga, Repubblica Ceca nel 11-15 july 2004).
Comparision among different techniques for reliability assessment of no-tensile structures under turbulent wind
BETTI, MICHELE;FACCHINI, LUCA
2005
Abstract
In this paper, with the aim to move a first step toward a simplified computational tool for the dynamic analysis of slender no-tensile structures, a comparison between different techniques for reliability assessment is presented. A simplified 2D model of a typical slender no-tensile structure, a masonry chimney f.i., under turbulent wind speed has been developed. A finite element commercial code (ANSYS) and an automatic procedure implemented under MATLAB, are employed for a comparison between the linear and the nonlinear behaviour.
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