Local topography factor for design wind speeds near and on the escarpment with gentle slope

Author:

Wani Abdul H.ORCID,Varma Rajendra K.ORCID,Ahuja Ashok K.ORCID

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference27 articles.

1. ASCE 7-02. (2002). Minimum design loads for buildings and other structures. American Society of Civil Engineers.

2. AS/NZS 11702. (2011). Structural design actions. Part 2: Wind actions. Australian/New Zealand Standard.

3. Bowen, A. J., & Lindley, D. (1977). A wind-tunnel investigation of the wind speed and turbulence characteristics close to the ground over various escarpment shapes. Boundary-Layer Meteorology, 12, 259–271.

4. Britter, R. E., Hunt, J. C. R., & Richards, K. J. (1981). Air flow over a two-dimensional hill: Studies of velocity speed-up, roughness effects and turbulence. Quarterly Journal of the Royal Meteorological Society, 107, 91–110. https://doi.org/10.1002/qj.49710745106

5. BS 6399-2. (1997). Loading for buildings. Part 2: Code of practice for wind loads. British Standard, British Standards Institution.

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