A full-scale study of the geometric parameters that influence wind loads on low rise buildings-Reference-Cited by-同舟云学术

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A full-scale study of the geometric parameters that influence wind loads on low rise buildings

Published:1983-12 Issue:1-3 Volume:13 Page:277-288
ISSN:0167-6105
Container-title:Journal of Wind Engineering and Industrial Aerodynamics
language:en
Short-container-title:Journal of Wind Engineering and Industrial Aerodynamics

Author:

Hoxey R.P.,Moran P.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Renewable Energy, Sustainability and the Environment,Civil and Structural Engineering

Reference9 articles.

1. Measurements of wind loads on full-scale glasshouses;Wells;J. Wind Eng. and Ind. Aerodyn,1980

2. A probe for sensing static pressure in two dimensional flow;Moran;J. Phys. E: Sci. Instrum.,1979

3. A method of calibrating a static pressure sensing head under natural wind conditions;Hoxey,1977

4. Code of Practice CP3, Ch.V. Part 2: Wind Loads;British Standards Institution,1972

5. R.P. Hoxey, PhD. Thesis (in preparation).

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1. Wind loading on gable and multi-span roof buildings: Comparison between field monitoring, wind tunnel experiments, and design code provisions;Journal of Wind Engineering and Industrial Aerodynamics;2024-10

2. Numerical Study on Wind Pressures Caused by the Variation of the Rounding Radii of the Industrial Shed Eaves;Engineering World;2023-04-25

3. Full-scale tests of wind effects on a long span roof structure;Earthquake Engineering and Engineering Vibration;2015-06

4. Local wind pressures acting on walls of low-rise buildings and comparisons to the Japanese and US wind loading provisions;Journal of Wind Engineering and Industrial Aerodynamics;2014-09

5. Numerical study of wind loads on a low-rise pitched roof building with spirelet;International Journal of Computational Fluid Dynamics;2008-12

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