1 |
Tegos, I. A. and Penelis, G. Gr., "Seismic Resistance of Short Columns and Coupling Beams Reinforced with Inclined Bars", ACI Structural Journal, Vol.85 No.1, 1988, pp.82-88
|
2 |
Tassios, T. P., Morreti, M., and Bezas, A., "On the Behavior and Ductility of Reinforced Concrete Coupling Beams of Shear Walls", ACI Structural Journal, Vol.93 No.6, 1996, pp.711-720
|
3 |
American Concrete Institute, Building Code Requirements for Structural Concrete, ACI 318-05 and Commentary (ACI 318R-05), Farmington Hills, Michigan, USA, 2005
|
4 |
Shimazaki, K., "De-bonded Diagonally Reinforced Beam for Good Repairability", Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, Canada, 2004, Paper No.3173
|
5 |
Applied Technology Council (ATC), Improvement of Nonlinear Static Seismic Analysis Procedures, FEMA 440 Report, Federal Emergency Management Agency, Washington, DC, 2005
|
6 |
Paulay, T., "Coupling Beams of Reinforced Concrete Shear Walls", Journal of the Structural Division, ASCE, Vol.97 No.3, 1971, pp.843-862
|
7 |
Paulay, T. and Binney, J. R, Diagonally Reinforced Coupling Beams, Special Publication SP-42, American Concrete Institute, Detroit, Michigan, 1974, pp.579-598
|
8 |
Galano, L. and Vignoli, A., "Seismic Behavior of Short Coupling Beams with Different Reinforcement Layouts", ACI Structural Journal, Vol.97 No.6, 2000, pp.876-885
|
9 |
Kanakubo, T., Fujisawa, M., Sako, N., and Sonobe, Y., "Ductility of Short Span Beams", Proceedings of the 11th World Conference on Earthquake Engineering, Paper No.1369, Acapulco, Mexico, 1996
|
10 |
Ishikawa, I. and Kimura, H., "Experimental Study on Seismic Behavior of R/C Diagonally Reinforced Short Beams", Proceedings of the 11th World Conference on Earthquake Engineering, Paper No.1386, Acapulco, Mexico, 1996
|
11 |
Sinha, B. P., Gerstle, K. H., and Tulin, L. G,. "Stress-Strain Relations for Concrete under Cyclic Loading", ACI Journal, Proceedings, Vol.61, No.2, 1964, pp.195-212
|
12 |
American Society of Civil Engineers, NEHRP Guidelines for the Seismic Rehabilitation of Buildings, FEMA 273 report, Federal Emergency Management Council, Washington, DC, 1997
|
13 |
Priestley, M. J. N., "Performance Based Seismic Design", Proceedings, 12th World Conference on Earthquake Engineering, Auckland, New Zealand, 2000
|
14 |
Park, H. and Eom, T., "Truss Model for Nonlinear Analysis of RC Members Subject to Cyclic Loading", Journal of Structural Engineering, ASCE, Vol.133, No.10, 2007
|
15 |
Applied Technology Council (ATC), Seismic Evaluation and Retrofit of Concrete Buildings, ATC-40 Report, Applied Technology Council, Redwood City, California, 1996
|
16 |
American Society of Civil Engineers (ASCE), Prestandard and Commentary for the Seismic Rehabilitation of Buildings, FEMA 356 Report, Federal Emergency Management Agency, Washington, DC, 2000
|
17 |
Park, H. and Eom, T., "A Simplified Method for Estimating the Amount of Energy Dissipated by Flexure-Dominated Reinforced Concrete Members for Moderate Cyclic Deformations", Earthquake Spectra, Vol.22 No.3, 2006, pp.1351-1363
|