Assessment of Wind Loads for Glazing Design-Reference-Cited by-同舟云学术

Assessment of Wind Loads for Glazing Design

Published:1980 Issue: Volume: Page:696-708
ISSN:
Container-title:Practical Experiences with Flow-Induced Vibrations
language:
Short-container-title:

Author:

Dalgliesh W. A.

Publisher

Springer Berlin Heidelberg

Link

http://link.springer.com/content/pdf/10.1007/978-3-642-81528-7_80.pdf

Reference20 articles.

1. GlassProduct Recommendations: Wind LoadPerformance. Glass Division,PPG Technical Services, Report No. 101A, PPG Industries Inc., OneGateway Center, Pittsburgh, PA 15222. 1975

2. Glassfor Construction, Libbey-Owens-Ford Company, 811 Madison Avenue, Toledo, Ohio43675. 1976

3. PPGGlass Thickness Recommendations to Meet Architects Specified One-Minute WindLoad. Technical Services/Flat Glass Division,PPG Industries, Inc., One Gateway Center, Pittsburgh, PA 15222. 1979

4. Ishizaki, H., Miyoshi, S., and Miura, T. On the Design of GlassPanes against Wind Loading. Proc, 4th International Conference, Wind Effectson Buildings and Structures, p. 655–61, Cambridge University Press. 1975

5. Mayne,J.R. and Walker, G.R. The Responseof Glazing to Wind Pressure. BuildingResearch Establishment Current Paper 44/76 Garston Watford WD27JR

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