Design pressures given in wind loading standards are based on wind tunnel studies conducted during the 1970s to 90s on rectangular hip and gable roofs. However, most contemporary houses have complex hip-roof geometries with a range of plan footprints. Wind tunnel model studies were carried out on representative one- and two-storey houses to determine cladding design and truss hold-down loads. These loads were compared to design loads determined from wind loading standards AS/NZS 1170.2 and AS 4055. AS 4055 gave conservative design loads in most situations, and AS/NZS 1170.2 underestimated the loads near the windward edges and ridge on the roof. AS/NZS 1170.2 does give satisfactory design loads for wall cladding and truss hold down
Contemporary houses in many parts of Australia are brick veneer structures with metal or tile clad r...
Simple quasi-static treatment of wind loading, which is universally applied to design of typical lo...
The most vulnerable parts of buildings with respect to wind loading are facades and roofs. Current s...
Design pressures given in wind loading standards are based on wind tunnel studies conducted during t...
Roofs during windstorms are subjected to intense fluctuating external pressures at the windward roof...
Recent damage surveys have shown that double-skillion roofhouses, characterised by two monoslope roo...
Load sharing and structural response of contemporary representative houses to loading are investigat...
Wind tunnel model studies were carried out to determine the external wind pressure distributions on ...
The vulnerability of roofing components of contemporary houses built in cyclonic regions of Australi...
The roof is the part that experiences the largest wind load and is usually the most vulnerable part ...
Windstorm damage surveys highlight that the discontinuity in load resistance and transfer of connect...
A wind tunnel model study was carried out on long, low-rise buildings with a steep roof pitch to det...
Windstorms are one of the major causes of severe damage to houses and other infrastructure. Damage i...
Roof to wall connections (RWCs) play a major role in wind load sharing and load transfer of timber-f...
The structural response of typical, gable-end, low roof pitch industrial buildings, in a windstorm i...
Contemporary houses in many parts of Australia are brick veneer structures with metal or tile clad r...
Simple quasi-static treatment of wind loading, which is universally applied to design of typical lo...
The most vulnerable parts of buildings with respect to wind loading are facades and roofs. Current s...
Design pressures given in wind loading standards are based on wind tunnel studies conducted during t...
Roofs during windstorms are subjected to intense fluctuating external pressures at the windward roof...
Recent damage surveys have shown that double-skillion roofhouses, characterised by two monoslope roo...
Load sharing and structural response of contemporary representative houses to loading are investigat...
Wind tunnel model studies were carried out to determine the external wind pressure distributions on ...
The vulnerability of roofing components of contemporary houses built in cyclonic regions of Australi...
The roof is the part that experiences the largest wind load and is usually the most vulnerable part ...
Windstorm damage surveys highlight that the discontinuity in load resistance and transfer of connect...
A wind tunnel model study was carried out on long, low-rise buildings with a steep roof pitch to det...
Windstorms are one of the major causes of severe damage to houses and other infrastructure. Damage i...
Roof to wall connections (RWCs) play a major role in wind load sharing and load transfer of timber-f...
The structural response of typical, gable-end, low roof pitch industrial buildings, in a windstorm i...
Contemporary houses in many parts of Australia are brick veneer structures with metal or tile clad r...
Simple quasi-static treatment of wind loading, which is universally applied to design of typical lo...
The most vulnerable parts of buildings with respect to wind loading are facades and roofs. Current s...