A wind tunnel study was performed to assess the influence of interference between two high-rise building models on the minimum peak pressure coefficients on facades and roof. A total of 33 configurations were investigated for 24 angles of incidence. The influence of a square and circular interfering model with a height equal to and halfthe reference model was investigated. The results indicate a largest increase of 40% on the facades and 50% on the roof. The square full-height interfering model positioned at (X, Y) : (l .5B, 0) affected the largest area ofthe facades on the reference model. Increasing the distance between the models reduced the size as well as the magnitude of the effect in the influenced region. The circular model was foun...
Estimating the wind-induced responses of high-rise buildings requires a detailed investigation of wi...
Interference effects in five square tall buildings arranged in an L- or T-shaped pattern are investi...
Most of the information used for codification of the local wind loads on buildings is based on model...
A wind tunnel study was performed to assess the influence of interference between two ...
The influence of interference between two high-rise building models on the minimum peak pressures wa...
Pressure measurements on the surfaces of a high-rise building model with height h = 0.48 m and width...
Pressure measurements were performed on various configurations of two high-rise building models in t...
Pressure measurements were performed on various configurations of two high-rise building models in t...
ABSTRACT: Pressure measurements on the surfaces of a high-rise building model with height h = 0.48 m...
This research examined at how the wind load and pressure on a tall hexagonal structure varied as the...
This research examined at how the wind load and pressure on a tall hexagonal structure varied as the...
The presented experimental analysis focuses on the definition of interference factors for aerodynami...
Interference effects on a row of square-plan tall buildings arranged in close proximity are investig...
398-410In this paper, the effects of interference on three-dimensional bluff bodies with square cro...
AbstractWind loads and its effects on the roof and walls constitute an important part in building de...
Estimating the wind-induced responses of high-rise buildings requires a detailed investigation of wi...
Interference effects in five square tall buildings arranged in an L- or T-shaped pattern are investi...
Most of the information used for codification of the local wind loads on buildings is based on model...
A wind tunnel study was performed to assess the influence of interference between two ...
The influence of interference between two high-rise building models on the minimum peak pressures wa...
Pressure measurements on the surfaces of a high-rise building model with height h = 0.48 m and width...
Pressure measurements were performed on various configurations of two high-rise building models in t...
Pressure measurements were performed on various configurations of two high-rise building models in t...
ABSTRACT: Pressure measurements on the surfaces of a high-rise building model with height h = 0.48 m...
This research examined at how the wind load and pressure on a tall hexagonal structure varied as the...
This research examined at how the wind load and pressure on a tall hexagonal structure varied as the...
The presented experimental analysis focuses on the definition of interference factors for aerodynami...
Interference effects on a row of square-plan tall buildings arranged in close proximity are investig...
398-410In this paper, the effects of interference on three-dimensional bluff bodies with square cro...
AbstractWind loads and its effects on the roof and walls constitute an important part in building de...
Estimating the wind-induced responses of high-rise buildings requires a detailed investigation of wi...
Interference effects in five square tall buildings arranged in an L- or T-shaped pattern are investi...
Most of the information used for codification of the local wind loads on buildings is based on model...