References
- AS 1170.2 (1989) Minimum design loads on structures (known as the SAA loading code), Part 2: Wind loads. Standards Australia, Standard House, 80 Arthur St, North Sydney NSW, Australia.
- ASCE 7-98. Minimum Design Loads for Buildings and other Structures. Structural Engineering Institute of ASCE, Reston, VA, USA.
- Case, P.C. and N. Isyumov (1998) "Wind loads on low buildings with 4:12 gable roofs in open country and suburban exposures". J. Wind Engrg. & Ind. Aerodyn. 77 & 78, 107-118.
- Davenport, A.G., D. Surry and T. Stathopoulos (1977) "Wind loads on low rise buildings: Final report of phases I and II, BLWT-SS8-1977". Univ. of Western Ontario, London, Ontario, Canada.
- Holmes, J.D. (1981) "Wind pressures on houses with high pitched roofs", Wind Engrg. Report 4/81, Dept. of Civ. & Sys. Engrg., James Cook Univ. of North Queensland, Townsville, Queensland, Australia.
- Hoxey, R.P. and P. Moran (1983) "A full-scale study of the geometric parameters that influence wind loads on low rise buildings", J. Wind Engrg. & Ind. Aerodyn. 13, 277-288. https://doi.org/10.1016/0167-6105(83)90149-6
- Meecham, D., D. Surry and A.G. Davenport (1991) "The magnitude and distribution of wind-induced pressures on hip and gable roofs", J. Wind Engrg. & Ind. Aerodyn. 38, 257-272. https://doi.org/10.1016/0167-6105(91)90046-Y
- NBCC 1995. National Building Code of Canada and Commentaries, IRC, NRC, Ottawa, Canada.
- Peterka, J.A. (1983) "Selection of local peak pressure coefficients for wind tunnel studies of buildings", J. Wind Engrg. & Ind. Aerodyn. 13, 477-488. https://doi.org/10.1016/0167-6105(83)90166-6
- Richardson, G.M. and D. Surry (1991) "Comparison of wind-tunnel and full-scale surface pressure measurements on low-rise pitched-roof buildings", J. Wind Engrg. & Ind. Aerodyn. 38, 249-256. https://doi.org/10.1016/0167-6105(91)90045-X
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