Study of the wind-induced effects on various roof angles of a mono-slope canopy roof using wind tunnel testing and computational fluid dynamics
Author:
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
https://link.springer.com/content/pdf/10.1007/s12046-023-02199-9.pdf
Reference54 articles.
1. Krishna P 1995 Wind loads on low rise buildings - A review. J. Wind Eng. Ind. Aerodyn. 54(55): 383–396. https://doi.org/10.1016/0167-6105(94)00055-I
2. Natalini B, Marighetti J O and Natalini M B, 2002 Wind tunnel modelling of mean pressures on planar canopy roof. J. Wind Eng. Ind. Aerodyn. 90: 427–439. https://doi.org/10.1016/S0167-6105(01)00205-7
3. Uematsu Y and Stathopoulos T 2003 Wind loads on free- standing canopy roofs: A review. J. Wind Eng. 95: 245–256. https://doi.org/10.5359/jwe.28.95_245
4. Roy A K, Aziz A and Singh J 2017 Wind Effect on Canopy Roof of Low Rise Buildings. Int. Conf. Emerg. Trends Eng. Innov. Technol. Manag. 02(December): 365–371
5. IS 875 (part 3) 2015 Design Loads ( Other Than Earthquake ) For Buildings and Structure — Code of Practise Part 3 Wind loads. BIS, New Delhi
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