2005 (v1)
Publication
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C
L
CARASSALE , Luigi
Last name: CARASSALE
First name: Luigi
Email: luigi.carassale@unige.it
Institution: UNIGE
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2011 (v1)Publication
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2009 (v1)Publication
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2009 (v1)Publication
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2012 (v1)Publication
Aerodynamic pressure measurements are usually interpreted through statistical tools involving modal representations. The most popular approach is based on the Principal Component Analysis (PCA), which provides the theoretical basis for the well-known concept of coherent structure. In order to overcome some theoretical and practical limitations,...
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2008 (v1)Publication
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2000 (v1)Publication
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2002 (v1)Publication
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2007 (v1)Publication
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2006 (v1)Publication
Monte Carlo simulation is becoming a fundamental tool for the design of complex and important wind-excited structures. A common application regards the time-domain dynamic analysis of multi-dof nonlinear structures whose excitation is calculated on the base of simulated wind velocity time-histories. The present paper describes a methodology for...
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2004 (v1)Publication
The nonlinear random oscillations of a cable induced by a turbulent wind are investigated proponing a discrete model, with quadratic-cubic nonlinearities and parametric excitation terms arising from geometric and aerodynamic effects. The formulation is independent of the order of discretization adopted for representing the cable motion and the...
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2012 (v1)Publication
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2010 (v1)Publication
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2004 (v1)Publication
The nonlinear random oscillations of a cable induced by a turbulent wind are investigated proponing a discrete model, with quadratic-cubic nonlinearities and parametric excitation terms arising from geometric and aerodynamic effects. The formulation is independent of the order of discretization adopted for representing the cable motion and the...
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2007 (v1)Publication
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2009 (v1)Publication
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2008 (v1)Publication
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2015 (v1)Publication
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2004 (v1)Publication
In the present paper the nonlinear discrete model of a cable driven by a turbulent wind is proposed in order to take into account an arbitrary number of structural modes and of wind modes, obtaining a system of firstorder ordinary differential equations driven by a vector of independent random processes. Nonlinearities and parametric-excitation...
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2003 (v1)Publication
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2014 (v1)Publication
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