Shear Strength Degradation Model for Performance-Based Design of Short Coupling Beams

Author:

Publisher

American Concrete Institute

Subject

Building and Construction,Civil and Structural Engineering

Reference46 articles.

1. The Displacement Capacity of Reinforced Concrete Coupled Walls;Paulay;Engineering Structures,2002

2. Behavioral Characteristics and Energy Dissipation Capacity of Short Coupling Beams with Various Reinforcement Layouts;Eom;Journal of the Korea Concrete Institute,2008

3. Binney, J. R., “Diagonally Reinforced Coupling Beams,” MS thesis, University of Canterbury, Christchurch, New Zealand, Feb. 1972, 140 pp.

4. Barney, G. B.; Shiu, K. N.; Rabbat, B. G.; Fiorato, A. E.; Russell, H. G.; and Corley, W. G., “Earthquake Resistant Structural Walls – Tests of Coupling Beams (Report to the National Science Foundation: Grant No. ENV74-14766),” Portland Cement Association, Skokie, IL, Jan. 1978, 156 pp.

5. Barney, G. B.; Shiu, K. N.; Rabbat, B. G.; Fiorato, A. E.; Russell, H. G.; and Corley, W. G., “Behavior of Coupling Beams Under Load Reversals (Research and Development Bulletin RD068.01B),” Portland Cement Association, Skokie, IL, 1980, 25 pp.

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