Design of Low-Rise Buildings for Extreme Wind Events

Author:

Taher Rima1

Affiliation:

1. Special Lecturer, New Jersey Institute of Technology, New Jersey School of Architecture, University Heights, Newark, NJ 07102. E-mail: taher@adm.njit.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Visual Arts and Performing Arts,Building and Construction,Civil and Structural Engineering,Architecture

Reference32 articles.

1. American Society of Civil Engineers (ASCE). (2005). “Minimum design loads for buildings and other structures.” ASCE/SEI Standard 7-05 Reston Va.

2. Barnaud G. and Berlianu I. V. (1989). “Mission du CSTB en Guadeloupe aprés le passage du cyclone Hugo (le 17 Septembre 1989).” CSTB Centre Scientifique et Technique du Bâtiment—Centre de Recherche de Nantes (Center for Building Science and Technology Research Center of Nantes France) (in French).

3. Chappell K. Mehta K. Letchford C. and Smith D. (2003). “Full-scale testing of a manufactured house in the propwash of a C130 aircraft.” Proc. 11th Int. Conf. on Wind Engineering Texas Tech Univ. Lubbock Tex. 171–178.

4. Interpolation of pressure time series in an aerodynamic database for low buildings

5. The magnitude and distribution of wind-induced pressures on hip and gable roofs

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