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Wind and Structures Volume 4, Number 2, April 2001 , pages 119-130 DOI: https://doi.org/10.12989/was.2001.4.2.119 |
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Wind pressure provisions for gable roofs of intermediate roof slope |
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Theodore Stathopoulos, Kai Wang and Haqing Wu(Canada)
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Abstract | ||
The paper addresses the suitability of wind pressure coefficients specified in contemporaryrndesign standards and codes of practice for gable roofs of intermediate slope (roof angle 10 o -30 o ). In arnrecent research study, a series of low building models with different roof slopes in this intermediate rangernwere tested in a boundary layer wind tunnel under simulated open country terrain conditions. This wasrndifferent from the original study in the 70 | ||
Key Words | ||
building; code; design; load; pressure; roof; standard; wind. | ||
Address | ||
Theodore Stathopoulos and Kai Wang, Centre for Building Studies, Concordia University, Montreal, Quebec, CanadarnHanqing Wu, RWDI Inc., Guelph, Ontario, Canada | ||