Glass Breakage Tests under Fluctuating Wind Loads-Reference-Cited by-同舟云学术

Glass Breakage Tests under Fluctuating Wind Loads

Published:2011-03 Issue:1 Volume:17 Page:34-41
ISSN:1076-0431
Container-title:Journal of Architectural Engineering
language:en
Short-container-title:J. Archit. Eng.

Author:

Gavanski Eri¹²,Kopp Gregory A.¹²

Affiliation:

1. Postdoctoral Fellow, Boundary Layer Wind Tunnel Laboratory, Faculty of Engineering, Univ. of Western Ontario, London, ON, Canada N6A 5B9.

2. Professor and Canada Research Chair in Wind Engineering, Boundary Layer Wind Tunnel Laboratory, Faculty of Engineering, Univ. of Western Ontario, London, ON, Canada N6A 5B9 (corresponding author).

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%29AE.1943-5568.0000028

Reference45 articles.

1. Abiassi J. J. (1981). “The strength of weathered window glass using surface characteristics.” Institute for Disaster Research Texas Tech Univ. Lubbock TX.

2. Allen A. E. and Dalgliesh W. A. (1973). “Dynamic wind loads and cladding design.” Symp. on Resistance and Ultimate Deformability of Structures Int. Assoc. of Bridge and Structural Engineering Lisbon Portugal 279–285.

3. ASTM. (2001). “Standard specification for flat glass.” ASTM C 1036-01 West Conshohocken PA.

4. ASTM. (2007). “Standard practice for determining load resistance of glass in buildings.” ASTM E 1300-07 West Conshohocken PA.

5. Beason W. L. (1980). “A failure prediction model for window glass.” Ph.D. thesis Texas Tech Univ. Lubbock TX.

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