[en] It is common practice to tackle buffeting analysis by means of spectral analysis, assuming a Gaussian context. However, natural actions, as wind, or wave loading, might sometimes show important non-Gaussian behaviour. This is known to have an important impact on the extreme values of such random processes. In this context, a non-Gaussian bispectral turbulent wind analysis has been conducted on a transmission line pylon model. The non- Gaussian nature of the wind load is the result of the adoption of a nonlinear polynomial wind model applied to the Gaussian wind turbulent velocity components. Results of a stochastic dynamic analysis are compared with respect to their Gaussian counterpart, as well as to the Eurocode approach based on the equivalent static loads, which was also object of comparison of engineers in the original computation with respect to turbulent wind dynamic analysis. Importance of non-Gaussian nature of wind loading is highlighted, and considerations on why and when it should not be underestimated are discussed.
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Bibliography
Benfratello S. Falsone G. Muscolino G. Influence of the quadratic term in the alongwind stochastic response of SDOF structures Engineering Structures 18 1996 685 695
Denöel Vincent On the background and biresonant components of the random response of single degree-of-freedom systems under non-Gaussian random loading Engineering Structures 33.8 2011 2271 2283
Denöel Vincent Marzino Michele Esposito Geuzaine Margaux A multiple timescale approach of bispectral correlation Journal of Wind Engineering and Industrial Aerodynamics 232 2023
Marzino Michele Esposito Denöel Vincent Non-Gaussian buffeting analysis of large structures by means of a Proper Orthogonal Decomposition 2023
Gioffrè Massimiliano Gusella Vittorio Mircea Grigoriu Non-Gaussian Wind Pressure on Prismatic Buildings Structural Engineering 127 2001 981 989
Kareem Ahsan Wu Teng Wind-induced effects on bluff bodies in turbulent flows: Nonstationary, non-Gaussian and nonlinear features Journal of Wind Engineering and Industrial Aerodynamics 122 2013 21 37
Kwon Dae-Kun Kareem Ahsan Peak Factor for Non-Gaussian Processes Revisited The Seventh Asia-Pacific Conference on Wind Engineering Nov 2009
Lutes Loren D. Sarkani Shahram Random vibrations: analysis of structural and mechanical systems Butterworth-Heinemann 2004
EN 1991-1-4:2005+A1 Eurocode 1: Actions on structures-Part 1-4: General actions-Wind actions. EN. Brussels: CEN, 2009.
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