Storm and Gust Duration Effects on Design Wind Loads for Glass

Author:

Gavanski Eri12,Kopp Gregory A.12

Affiliation:

1. Assistant Professor, Dept. of Architecture and Building Science, Graduate School of Engineering, Tohoku Univ., Sendai, Miyagi, Japan 980-8579; formerly, Postdoctoral Fellow, Boundary Layer Wind Tunnel Laboratory, Faculty of Engineering, Univ. of Western Ontario, London, ON, Canada, N6A 5B9 (corresponding author).

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.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference30 articles.

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

2. ASTM. (2009). “Standard practice for determining load resistance of glass in buildings.” ASTM E1300-09 West Conshohocken PA.

3. Glass Failure Prediction Model

4. Brewick P. Divel L. Butler K. Bashor R. and Kareem A. (2009). “Consequence of urban aerodynamics and debris impact in extreme wind events.” Proc. 11th Americas Conf. on Wind Engineering San Juan Puerto Rico.

5. Brown W. G. (1974). “A practicable formulation for the strength of glass and its special application to large plates.” Pub. No. NRC 14372 National Research Council Canada Ottawa ON Canada.

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