Flexural and Shear Strength of Composite Lintels in Glass-Fiber-Reinforced Gypsum Wall Constructions
Author:
Affiliation:
1. Assistant Professor, Dept. of Building and Construction, City Univ. of Hong Kong, Tat Chee Ave., Kowloon, Hong Kong (corresponding author).
2. Director, Dare Sutton Clarke Engineers, 276 Flinders St., Adelaide, South Australia 5000, Australia.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282006%2918%3A3%28415%29
Reference9 articles.
1. Theoretical Stress‐Strain Model for Confined Concrete
2. Standards Australia International (SAI). (2001). Concrete structures AS 3600-2001 Standards Australia International Sydney Australia.
3. The effect of longitudinal reinforcement on the cyclic shear behavior of glass fiber reinforced gypsum wall panels: tests
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