Mean overall lift and drag forces on a range of canopy or open roof forms with varying porosities are presented. In general, lift forces decrease while for low roof pitches (α < 15°) drag forces increase as porosity is increased in the range 0-23%. Resolution of these forces into equivalent net roof pressures reveals that wind load may be transferred from the leeward to the windward areas, leading to potential overloading of the supporting structure. Mean and fluctuating pressure measurements were undertaken to confirm the inferred pressure distributions on the roofs
Recent damage surveys have shown that double-skillion roofhouses, characterised by two monoslope roo...
A flat roof surface is known to be subjected to unusually high suction associated with a pair of vor...
Wind tunnel model studies were carried out to determine the external wind pressure distributions on ...
Large porous protection canopy construction has evolved in Australia over the past 30 years from mod...
This paper reports wind tunnel data for a horizontal rectangular grandstand roof of aspect ratio 6.6...
Based on wind tunnel tests, this paper investigates the aerodynamic behavior of a large span canopy ...
This paper is experimentally investigated, and developed a numerical model for predicting, wind load...
A wind force acting on a structure under a gusty wind with a very short rise time, which occurs in h...
Wind loads on the roof of a typical low-rise house are determined by carrying out a wind tunnel mode...
Roofs during windstorms are subjected to intense fluctuating external pressures at the windward roof...
Wind loading on a saddle-backed roof of a stadium was conducted by means of wind tunnel testing. The...
The hyperbolic paraboloid with two high and low corners is the most basic anticlastic double curved ...
For designing structures with suspended roofs, the knowledge of the characteristics of wind forces o...
The characteristics of wind load on large-span roofs are complicated by their unique geometrical con...
This paper describes an investigation of the net wind loads on solar panels and wind loads on the un...
Recent damage surveys have shown that double-skillion roofhouses, characterised by two monoslope roo...
A flat roof surface is known to be subjected to unusually high suction associated with a pair of vor...
Wind tunnel model studies were carried out to determine the external wind pressure distributions on ...
Large porous protection canopy construction has evolved in Australia over the past 30 years from mod...
This paper reports wind tunnel data for a horizontal rectangular grandstand roof of aspect ratio 6.6...
Based on wind tunnel tests, this paper investigates the aerodynamic behavior of a large span canopy ...
This paper is experimentally investigated, and developed a numerical model for predicting, wind load...
A wind force acting on a structure under a gusty wind with a very short rise time, which occurs in h...
Wind loads on the roof of a typical low-rise house are determined by carrying out a wind tunnel mode...
Roofs during windstorms are subjected to intense fluctuating external pressures at the windward roof...
Wind loading on a saddle-backed roof of a stadium was conducted by means of wind tunnel testing. The...
The hyperbolic paraboloid with two high and low corners is the most basic anticlastic double curved ...
For designing structures with suspended roofs, the knowledge of the characteristics of wind forces o...
The characteristics of wind load on large-span roofs are complicated by their unique geometrical con...
This paper describes an investigation of the net wind loads on solar panels and wind loads on the un...
Recent damage surveys have shown that double-skillion roofhouses, characterised by two monoslope roo...
A flat roof surface is known to be subjected to unusually high suction associated with a pair of vor...
Wind tunnel model studies were carried out to determine the external wind pressure distributions on ...