THE RESPONSE OF LARGE ROOFS TO WIND ACTION

The response of very large roof systems has been reviewed through a nu mber of aeroelastic model studies. The review covers cantilevered, enc losed, free edged, arched and suspended roof systems. Comparisons have been made with the equivalent response implied by design loads from t he Australian Wind Loading Code. For relatively conventional configura tions the comparison between code and peak dynamic response was good. However non-conservative exceptions occurred where interference effect s increased response, in particular downward going response, and for a rched roof systems where under some conditions very large and complex asymmetric response was found to occur.