Evaluation of Softened Truss Model for Strength Prediction of Reinforced Concrete Squat Walls
Author:
Affiliation:
1. Associate Professor, Dept. of Civil Engineering, Chung Kuo Institute of Technology, Taipei, Taiwan 117, R.O.C.
2. Professor, Dept. of Construction Engineering, National Taiwan Univ. of Science and Technology, Taipei, Taiwan 10672, R.O.C.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282005%29131%3A8%28839%29
Reference19 articles.
1. American Concrete Institute (ACI). (2002). “Building code requirements for structural concrete (ACI 318-02) and commentary (ACI 318R-02).” ACI Committee 318 Farmington Hills Mich. 443.
2. Constitutive laws of concrete in tension and reinforcing bars stiffened by concrete;Belarbi A.;ACI Struct. J.,1994
3. The behavior of one-story reinforced concrete shear walls;Benjamin J. R.;J. Struct. Div. ASCE,1957
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