Based on wind tunnel tests, this paper investigates the aerodynamic behavior of a large span canopy roof with elliptical plan and hyperbolic paraboloid shape. The statistics of pressure coefficients and the peak factor distributions are calculated for the top and bottom faces of the roof, and the Gaussian or non-Gaussian characteristics of the pressure time-histories in different areas of the roof are discussed. The cross-correlation of pressures at different positions on the roof, and between the top and bottom faces is also investigated. Combination factors are also evaluated to take into account the extreme values of net loads, relevant to the structural design of canopies
Mean overall lift and drag forces on a range of canopy or open roof forms with varying porosities ar...
This paper is experimentally investigated, and developed a numerical model for predicting, wind load...
The wind tunnel testings of wind pressures acting on long-span roofs are carried out. Dynamic wind p...
Based on wind tunnel tests, this paper investigates the aerodynamic behavior of a large span canopy ...
The complex shape dependence of wind pressure's peak factors (PFs) makes it difficult to predict the...
The hyperbolic paraboloid with two high and low corners is the most basic anticlastic double curved ...
Hyperbolic paraboloid shapes are often used for tensile roofing systems, as they allow covering larg...
Wind tunnel tests are performed on a rigid model of a horizontal grandstand roof. The objective is t...
A vaulted free-standing canopy roof to be built in a University Campus is investigated by wind tunne...
The necessity of covering large areas without intermediate supports requires the design of medium to...
The characteristics of wind load on large-span roofs are complicated by their unique geometrical con...
This paper reports wind tunnel data for a horizontal rectangular grandstand roof of aspect ratio 6.6...
Wind pressure distributions on both surfaces of a cantilevered roof are measured on a wind tunnel mo...
Wind loading on a saddle-backed roof of a stadium was conducted by means of wind tunnel testing. The...
For designing structures with suspended roofs, the knowledge of the characteristics of wind forces o...
Mean overall lift and drag forces on a range of canopy or open roof forms with varying porosities ar...
This paper is experimentally investigated, and developed a numerical model for predicting, wind load...
The wind tunnel testings of wind pressures acting on long-span roofs are carried out. Dynamic wind p...
Based on wind tunnel tests, this paper investigates the aerodynamic behavior of a large span canopy ...
The complex shape dependence of wind pressure's peak factors (PFs) makes it difficult to predict the...
The hyperbolic paraboloid with two high and low corners is the most basic anticlastic double curved ...
Hyperbolic paraboloid shapes are often used for tensile roofing systems, as they allow covering larg...
Wind tunnel tests are performed on a rigid model of a horizontal grandstand roof. The objective is t...
A vaulted free-standing canopy roof to be built in a University Campus is investigated by wind tunne...
The necessity of covering large areas without intermediate supports requires the design of medium to...
The characteristics of wind load on large-span roofs are complicated by their unique geometrical con...
This paper reports wind tunnel data for a horizontal rectangular grandstand roof of aspect ratio 6.6...
Wind pressure distributions on both surfaces of a cantilevered roof are measured on a wind tunnel mo...
Wind loading on a saddle-backed roof of a stadium was conducted by means of wind tunnel testing. The...
For designing structures with suspended roofs, the knowledge of the characteristics of wind forces o...
Mean overall lift and drag forces on a range of canopy or open roof forms with varying porosities ar...
This paper is experimentally investigated, and developed a numerical model for predicting, wind load...
The wind tunnel testings of wind pressures acting on long-span roofs are carried out. Dynamic wind p...