1 |
Paulay, T., 'Simulated Seismic Loading of Spandrel Beams', Journal of the Structural Division, ASCE, Vol.97, ST9, pp.2407-2419
|
2 |
Paulay, T., and Binney, J. R., 'Diagonally Reinforced Coupling beams of Shear walls', ACI Special Publication 42, Vol.2, 1974, pp.579-598
|
3 |
Park, R., and Paulay, T., Reinforced Concrete Structures, John Wiley & Sons, 1975, pp.645-660
|
4 |
Nielsen, M. P., Limit Analysis and Concrete Plasticity, Prentice Hall, 1984, 420pp
|
5 |
AIJ, Design Guidelines for Earthquake Resistant Reinforced Concrete Buildings Based on Inelastic Displacement Concept, Architectural Institute of Japan, Tokyo, 1999, pp.138-162
|
6 |
Jirsa, J. O., Maruyama, K., and Ramirez, H., Development of Loading System and Initial Tests Short Columns under Bidirectional Loading, CESRL Report No. 78-2, Sept. 1978
|
7 |
S, Fujii., et al, Effect of Transverse Reinforcement on Splitting Bond Strength, Transactions of the Japan Concrete Institute, Vol.3, 1981, pp.237-244
|
8 |
AIJ, Design Guidelines for Earthquake Resistant Reinforced Concrete Buildings Based on Ultimate Strength Concept, Architectural Institute of Japan, Tokyo, 1990, pp.104-150
|
9 |
Kim and Kamitani, 'Effect of shear span ratio and reinforcing arrangement on shear and bond capacities of RC beam', Proceedings of the Japan Concrete Institute, Vol.23, 2001. 7, pp.307-312
|