Capturing Out-of-Plane Shear Failures in the Analysis of Reinforced Concrete Shells
Author:
Affiliation:
1. Assistant Professor, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Texas at Austin, Austin, TX 78712 (corresponding author).
2. Professor, Dept. of Civil Engineering, Univ. of Toronto, Toronto, ON, Canada M5S 1A4.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001311
Reference30 articles.
1. Adebar P. E. (1989). “Shear design of concrete offshore structures.” Ph.D. dissertation Univ. of Toronto Toronto.
2. Shear design of concrete offshore structures;Adebar P. E.;ACI Struct. J.,1991
3. Bentz E. C. (2000). “Sectional analysis of reinforced concrete members.” Ph.D. dissertation Univ. of Toronto Toronto.
4. Explaining the Riddle of Tension Stiffening Models for Shear Panel Experiments
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