The Relationship between Wind Pressure and Pressure Coefficients for the Definition of Wind Loads on Buildings

Wind induced pressures on buildings are the product of a velocity pressure and a pressure coefficient. The way in which these two quantities are calculated has changed over the years, and Design Codes have been modified accordingly. This paper tracks the evolution of the approach to wind loading of...

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Main Authors: Vincenzo Picozzi, Antonio Malasomma, Alberto Maria Avossa, Francesco Ricciardelli
Format: Article
Language:English
Published: MDPI AG 2022-02-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/12/2/225
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author Vincenzo Picozzi
Antonio Malasomma
Alberto Maria Avossa
Francesco Ricciardelli
author_facet Vincenzo Picozzi
Antonio Malasomma
Alberto Maria Avossa
Francesco Ricciardelli
author_sort Vincenzo Picozzi
collection DOAJ
description Wind induced pressures on buildings are the product of a velocity pressure and a pressure coefficient. The way in which these two quantities are calculated has changed over the years, and Design Codes have been modified accordingly. This paper tracks the evolution of the approach to wind loading of buildings from the practice in the 1950s, mainly referring to the Swiss Code SIA, to the most recent advances including probabilistic methods, internet databases, and advanced modelling of meteorological phenomena.
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spelling doaj.art-2b82c7d2e12d4099a58f7064f0fa525e2023-11-23T19:06:54ZengMDPI AGBuildings2075-53092022-02-0112222510.3390/buildings12020225The Relationship between Wind Pressure and Pressure Coefficients for the Definition of Wind Loads on BuildingsVincenzo Picozzi0Antonio Malasomma1Alberto Maria Avossa2Francesco Ricciardelli3Department of Engineering, University of Campania “Luigi Vanvitelli”, 81031 Aversa, ItalyDepartment of Engineering, University of Campania “Luigi Vanvitelli”, 81031 Aversa, ItalyDepartment of Engineering, University of Campania “Luigi Vanvitelli”, 81031 Aversa, ItalyDepartment of Engineering, University of Campania “Luigi Vanvitelli”, 81031 Aversa, ItalyWind induced pressures on buildings are the product of a velocity pressure and a pressure coefficient. The way in which these two quantities are calculated has changed over the years, and Design Codes have been modified accordingly. This paper tracks the evolution of the approach to wind loading of buildings from the practice in the 1950s, mainly referring to the Swiss Code SIA, to the most recent advances including probabilistic methods, internet databases, and advanced modelling of meteorological phenomena.https://www.mdpi.com/2075-5309/12/2/225wind pressure coefficientswind loaddesign codeswind tunnel testsaerodynamic database
spellingShingle Vincenzo Picozzi
Antonio Malasomma
Alberto Maria Avossa
Francesco Ricciardelli
The Relationship between Wind Pressure and Pressure Coefficients for the Definition of Wind Loads on Buildings
Buildings
wind pressure coefficients
wind load
design codes
wind tunnel tests
aerodynamic database
title The Relationship between Wind Pressure and Pressure Coefficients for the Definition of Wind Loads on Buildings
title_full The Relationship between Wind Pressure and Pressure Coefficients for the Definition of Wind Loads on Buildings
title_fullStr The Relationship between Wind Pressure and Pressure Coefficients for the Definition of Wind Loads on Buildings
title_full_unstemmed The Relationship between Wind Pressure and Pressure Coefficients for the Definition of Wind Loads on Buildings
title_short The Relationship between Wind Pressure and Pressure Coefficients for the Definition of Wind Loads on Buildings
title_sort relationship between wind pressure and pressure coefficients for the definition of wind loads on buildings
topic wind pressure coefficients
wind load
design codes
wind tunnel tests
aerodynamic database
url https://www.mdpi.com/2075-5309/12/2/225
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