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2004 Journal Article Effects of concrete grade and steel yield strength on flexural ductility of reinforced concrete beamsKwan, 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), 1-20. doi: 10.1080/13287982.2004.11464932 |
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2004 Journal Article Minimum flexural ductility design of high-strength concrete beamsHo, 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. doi: 10.1680/macr.56.1.13.36291 |
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2004 Journal Article Extent of critical region and limited ductility design of high-strength reinforced concrete columns for hong kong practiceHo J.C.M. and Pam H.J. (2004). Extent of critical region and limited ductility design of high-strength reinforced concrete columns for hong kong practice. HKIE Transactions Hong Kong Institution of Engineers, 11 (3), 17-28. |
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2003 Journal Article Inelastic design of low-axially loaded high-strength reinforced concrete columnsHo, J. C. M. and Pam, H. J. (2003). Inelastic design of low-axially loaded high-strength reinforced concrete columns. Engineering Structures, 25 (8), 1083-1096. doi: 10.1016/S0141-0296(03)00050-6 |
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2003 Journal Article Theoretical analysis of post-peak flexural behaviour of normal- and high-strength concrete beamsHo, J. C. M., Kwan, A. K. H. and Pam, H. J. (2003). Theoretical analysis of post-peak flexural behaviour of normal- and high-strength concrete beams. Structural Design of Tall and Special Buildings, 12 (2), 109-125. doi: 10.1002/tal.216 |
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2003 Journal Article Influence of transverse steel configuration on post-elastic behaviour of high-strength reinforced concrete columnsHo J.C.M. and Pam H.J. (2003). Influence of transverse steel configuration on post-elastic behaviour of high-strength reinforced concrete columns. HKIE Transactions Hong Kong Institution of Engineers, 10 (2), 1-9. |
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2002 Journal Article Flexural strength and ductility performance of high-strength reinforced concrete columnsHo J.C.M. and Pam H.J. (2002). Flexural strength and ductility performance of high-strength reinforced concrete columns. Structural Engineer, 80 (23-24), 26-34. |
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2002 Journal Article Ultimate concrete strain and equivalent rectangular stress block for design of high-strength concrete beamsHo J.C.M., Kwan A.K.H. and Pam H.J. (2002). Ultimate concrete strain and equivalent rectangular stress block for design of high-strength concrete beams. Structural Engineer, 80 (16), 26-32. |
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2002 Journal Article Flexural strength and ductility of reinforced concrete beamsKwan A.K.H., Ho J.C.M. and Pam H.J. (2002). Flexural strength and ductility of reinforced concrete beams. Proceedings of the Institution of Civil Engineers: Structures and Buildings, 152 (4), 361-369. doi: 10.1680/stbu.152.4.361.40817 |
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2002 Journal Article Effects of using high-strength concrete on flexural ductility of reinforced concrete beamsHo J.C.M., Kwan A.K.H. and Pam H.J. (2002). Effects of using high-strength concrete on flexural ductility of reinforced concrete beams. HKIE Transactions Hong Kong Institution of Engineers, 9 (1), 14-21. |
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2001 Journal Article Post-peak behavior and flexural ductility of doubly reinforced normal- and high-strength concrete beamsPam H.J., Kwan A.K.H. and Ho J.C.M. (2001). Post-peak behavior and flexural ductility of doubly reinforced normal- and high-strength concrete beams. Structural Engineering and Mechanics, 12 (5), 459-474. |
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2001 Journal Article Flexural strength enhancement of confined reinforced concrete columnsPam H.J. and Ho J.C.M. (2001). Flexural strength enhancement of confined reinforced concrete columns. Proceedings of the Institution of Civil Engineers: Structures and Buildings, 146 (4), 363-370. doi: 10.1680/stbu.146.4.363.45460 |
