The behaviour of glass under wind loading

Author:

Calderone I.,Melbourne W.H.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Renewable Energy, Sustainability and the Environment,Civil and Structural Engineering

Reference19 articles.

1. Direct Integration of Load Time History for Glass Design;Calderone,1985

2. A Review of Window Glass Design Practices;Minor,1980

3. A Failure Prediction Model for Window Glass;Beason,1980

4. ASTM E 1300-89, Standard Practice for Determining the Minimum Thickness of Annealed Glass Required to Resist a Specified Load,1989

5. CAN/CGSB-12.200-M89, Structural Design of Glass for Buildings,1989

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1. Tensile behaviour of soda-lime-silica glass and the significance of load duration – A literature review;Journal of Building Engineering;2021-12

2. The effects of a double-skin façade on the cladding pressure around a tall building;Journal of Wind Engineering and Industrial Aerodynamics;2019-08

3. A performance-based damage estimation framework for the building envelope of wind-excited engineered structures;Journal of Wind Engineering and Industrial Aerodynamics;2019-03

4. Tall buildings;Wind Loading of Structures, Third Edition;2015-01-13

5. Time-dependent reliability analysis of glass cladding under wind action;Engineering Structures;2005-09

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