Aerodynamic Mitigation of Roof and Wall Corner Suctions Using Simple Architectural Elements

Author:

Bitsuamlak Girma T.1,Warsido Workamaw2,Ledesma Edward3,Chowdhury Arindam Gan4

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Western Ontario in London, Boundary Layer Wind Tunnel Laboratory, ON, Canada N6A 5B9 (corresponding author).

2. Research Assistant, Laboratory for Wind Engineering Research, International Hurricane Research Center, Dept. of Civil and Environmental Engineering, Florida International Univ., Miami, FL 33174.

3. Research Assistant, Laboratory for Wind Engineering Research, International Hurricane Research Center, Dept. of Civil and Environmental Engineering, Florida Int. Univ., Miami, FL 33174.

4. Assistant Professor, Director Laboratory for Wind Engineering Research, International Hurricane Research Center, Dept. of Civil and Environmental Engineering, Florida Int. Univ., Miami, FL 33174.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference31 articles.

1. ASCE. (2010). “Minimum design loads for buildings and other structures.” ASCE/SEI 7-10 Reston VA.

2. A model of roof-top surface pressures produced by conical vortices : Model development

3. Banks D. Sarkar P. Wu F. and Meroney R. N. (2001). “A device to mitigate vortex induced rooftop suction.” Proc. 1st Americas Conf. on Wind Engineering Clemson Univ. Clemson S.C.

4. Application of a full-scale testing facility for assessing wind-driven-rain intrusion

5. Full-scale validation of vortex suppression techniques for mitigation of roof uplift

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