Wind Effects on Roof Ballast Pavers

Author:

Bienkiewicz B.,Meroney R. N.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. Bienkiewicz B. and Meroney R. N. (1985). “Wind‐tunnel study of Westile ballast paver.” Civil Engineering Report CER85‐86BB‐RNM13 Colorado State University Fort Collins Colo. 98 pp.

2. Chien N. et al. (1951). Wind tunnel studies of pressure distribution on elementary building forms . Iowa Institute of Hydraulic Research State University of Iowa Iowa City Iowa.

3. Durgin F. H. and Allan J. (1981). “A wind tunnel study of the pressure and tie‐down load on a typical membrane roof.” Wright Brothers Memorial Wind Tunnel WBWT‐TR‐1135 M.I.T. Cambridge Mass. 83 pp.

4. Durgin F. H. O'Neill T. O. and Debout B. (1972). “Roof lift off tests of the trocal roof system for Dynamit Nobel of America.” Wright Brothers Wind Tunnel TR 1062 M.I.T. Cambridge Mass. 45 pp.

5. Godfrey K. A. (1986). “Roof membranes: New systems new problems.” Civ. Engrg. ASCE 76–79.

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1. Debris Motion Initiation;Wind-Borne Debris Hazards;2018-01-22

2. Towards guidelines for design of loose-laid roof pavers for wind uplift;Wind and Structures;2016-02-25

3. Large-scale testing on wind uplift of roof pavers;Journal of Wind Engineering and Industrial Aerodynamics;2014-05

4. Wind Considerations for Loose-Laid and Photovoltaic Roofing Systems;Structures Congress 2009;2009-04-29

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