Variation of Wind-Driven Rain Intensity with Building Orientation
Author:
Affiliation:
1. Member, ASCE
2. School of Civ. and Struct. Engrg., Nanyang Technol. Univ., Nanyang Ave., Singapore 639798. E-mail: cechoi@ntu.edu.sg
Publisher
American Society of Civil Engineers (ASCE)
Subject
Visual Arts and Performing Arts,Building and Construction,Civil and Structural Engineering,Architecture
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291076-0431%282000%296%3A4%28122%29
Reference12 articles.
1. Best A. C. ( 1950). “The size distribution of raindrops.” Quarterly J. Royal Meteorology Soc. Bracknell England 76 16–36.
2. Choi E. C. C. ( 1991). “Numerical simulation of wind-driven-rain falling onto a 2-D building.” Proc. Asia Pacific Conf. on Computational Mech. 1721–1727.
3. Choi E. C. C. ( 1994). “Determination of wind-driven-rain intensity on building faces.” J. Wind Engrg. and Industrial Aerodynamics The Netherlands 51 55–69.
4. Choi E. C. C. ( 1999). “Wind-driven rain on building faces and the driving-rain index.” J. Wind Engrg. and Industrial Aerodynamics The Netherlands 79 105–122.
5. Dalgliesh W. A. ( 1998). “Design of glass and glazing for wind pressure and rain.” Proc. Jubileum Conf. on Wind Effects on Build. and Struct. 243–261.
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