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
A common practice, adopted by several building energy simulation (BES) tools, is the use of surface ...
Façade pressure coefficients are widely used to determine wind-driven ventilation potential for buil...
The wind-induced pressure coefficients for the balcony guardrail design are based on the provision o...
Wind induced pressures on buildings are the product of a velocity pressure and a pressure coefficien...
Wind pressure coefficients (Cp) are influenced by a wide range of parameters, including building geo...
In this article, the results of pressure coefficient on the atypical object obtained by experimental...
Between 1994 and 1997, full scale measurements of the wind and wind induced pressures were carried o...
Wind pressure coefficients (Cp) are important values for building engineering applications, such as ...
The paper reviews the wind loading of buildings from a code perspective. The Canadian wind load prov...
Air exchange in buildings is driven by pressure difference across the building envelope caused by wi...
In the last decade, the Database-Assisted-Design methodology has emerged as a powerful approach to e...
Wind loading codes have been mostly based on wind data on isolated buildings without consideration t...
The wind-induced pressure coefficients for the balcony guardrail design are based on the provision o...
Mitchell Humphreys studied internal pressures in buildings generated in windstorms. He found that un...
Façade pressure coefficients are widely used to determine wind-driven ventilation potential for buil...
A common practice, adopted by several building energy simulation (BES) tools, is the use of surface ...
Façade pressure coefficients are widely used to determine wind-driven ventilation potential for buil...
The wind-induced pressure coefficients for the balcony guardrail design are based on the provision o...
Wind induced pressures on buildings are the product of a velocity pressure and a pressure coefficien...
Wind pressure coefficients (Cp) are influenced by a wide range of parameters, including building geo...
In this article, the results of pressure coefficient on the atypical object obtained by experimental...
Between 1994 and 1997, full scale measurements of the wind and wind induced pressures were carried o...
Wind pressure coefficients (Cp) are important values for building engineering applications, such as ...
The paper reviews the wind loading of buildings from a code perspective. The Canadian wind load prov...
Air exchange in buildings is driven by pressure difference across the building envelope caused by wi...
In the last decade, the Database-Assisted-Design methodology has emerged as a powerful approach to e...
Wind loading codes have been mostly based on wind data on isolated buildings without consideration t...
The wind-induced pressure coefficients for the balcony guardrail design are based on the provision o...
Mitchell Humphreys studied internal pressures in buildings generated in windstorms. He found that un...
Façade pressure coefficients are widely used to determine wind-driven ventilation potential for buil...
A common practice, adopted by several building energy simulation (BES) tools, is the use of surface ...
Façade pressure coefficients are widely used to determine wind-driven ventilation potential for buil...
The wind-induced pressure coefficients for the balcony guardrail design are based on the provision o...