Acknowledgement
Supported by : Croucher Foundation of Hong Kong
References
- Attard, M. M. and Setunge, S. (1996), "The stress strain relationship of confined and unconfined concrete", ACI Materials, 93(5), 432-444.
- Carreira, D. J. and Chu, K. H. (1986), "The moment-curvature relationship of reinforced concrete members", ACI, 83(2), 191-198.
- Gerald, C. F. and Wheatley, P. O. (1999), Applied Numerical Analysis, 6th Ed., Addison-Wesley, USA, 698pp.
- Ho, J. C. M., Kwan, A. K. H. and Pam, H. J. (2003), "Theoretical analysis of post-peak flexural behavior of normal- and high-strength concrete beams", Structural Design of Tall and Special Buildings, 12, 109-125. https://doi.org/10.1002/tal.216
- Ho, J. C. M., Kwan, A. K. H. and Pam, H. J. (2004), "Minimum flexural ductility design of high-strength concrete beams", Magazine of Concrete Research, 56(1), 13-22. https://doi.org/10.1680/macr.2004.56.1.13
- Kwan, A. K. H., Ho, J. C. M. and Pam, H. J. (2002), "Flexural strength and ductility of reinforced concrete beams", Proc., Institution of Civil Engineers, Structures and Buildings, 152(4), 361-369. https://doi.org/10.1680/stbu.2002.152.4.361
- Kwan, A. K. H., Ho, J. C. M. and Pam, H. J. (2004), "Effects of concrete grade and steel yield strength on flexural ductility of reinforced concrete beams", Australian Journal of Structural Engineering, 5(2), 119-138.
- Pam, H. J., Kwan, A. K. H. and Islam, M. S. (2001a), "Flexural strength and ductility of reinforced normal- and high-strength concrete beams", Proc., Institution of Civil Engineers, Structures and Buildings, 146(4), 381-389. https://doi.org/10.1680/stbu.2001.146.4.381
- Pam, H. J., Kwan, A. K. H. and Ho, J. C. M. (2001b), "Post-peak behavior and flexural ductility of doubly reinforced normal- and high-strength concrete beams", Struct. Eng. Mech., An int. J., 12(5), 459-474. https://doi.org/10.12989/sem.2001.12.5.459
- Park, R. and Paulay, T. (1975), Reinforced Concrete Structures; John Wiley & Sons, New York, USA, 769pp.
- Samra, R. M., Deeb, N. A. A. and Madi, U. R. (1996), "Transverse steel content in spiral concrete columns subjected to eccentric loading", ACI Struct., 93(4), 412-419.
- Skeikh, S.A. and Yeh, C. C. (1992), "Analytical moment-curvature relations for tied concrete columns", Struct. Eng., ASCE, 118(2), 529-544. https://doi.org/10.1061/(ASCE)0733-9445(1992)118:2(529)
Cited by
- Effects of strain hardening of reinforcement on flexural strength and ductility of reinforced concrete columns vol.20, pp.7, 2011, https://doi.org/10.1002/tal.554
- Effect of small axial force on flexural ductility design of high-strength concrete beams vol.24, pp.11, 2015, https://doi.org/10.1002/tal.1209
- Flexural ductility design of high-strength concrete columns vol.22, pp.1, 2013, https://doi.org/10.1002/tal.662
- Flexural ductility design of high-strength concrete beams vol.22, pp.6, 2013, https://doi.org/10.1002/tal.714
- Ductility of symmetrically reinforced concrete columns vol.61, pp.5, 2009, https://doi.org/10.1680/macr.2008.00149
- Ductility Design of High-Strength Concrete Beams and Columns vol.13, pp.4, 2010, https://doi.org/10.1260/1369-4332.13.4.651
- Concurrent flexural strength and ductility design of RC beams via strain-gradient-dependent concrete stress-strain curve vol.24, pp.9, 2015, https://doi.org/10.1002/tal.1203
- Parametric Study of Reinforced Concrete Column Cross-Section for Strength and Ductility vol.400-402, pp.1662-9795, 2008, https://doi.org/10.4028/www.scientific.net/KEM.400-402.269
- Complete moment-curvature relationship of reinforced normal- and high-strength concrete beams experiencing complex load history vol.2, pp.4, 2005, https://doi.org/10.12989/cac.2005.2.4.309
- Effect of axial load on flexural behaviour of cyclically loaded RC columns vol.3, pp.4, 2004, https://doi.org/10.12989/cac.2006.3.4.261
- Maximum axial load level and minimum confinement for limited ductility design of high-strength concrete columns vol.6, pp.5, 2004, https://doi.org/10.12989/cac.2009.6.5.357
- Maximum concrete stress developed in unconfined flexural RC members vol.8, pp.2, 2004, https://doi.org/10.12989/cac.2011.8.2.207
- Effect of confinement on flexural ductility design of concrete beams vol.20, pp.2, 2004, https://doi.org/10.12989/cac.2017.20.2.129