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2011 Journal Article Limited ductility design of reinforced concrete columns for tall buildings in low to moderate seismicity regionsHo, Johnny Ching Ming (2011). Limited ductility design of reinforced concrete columns for tall buildings in low to moderate seismicity regions. Structural Design of Tall and Special Buildings, 20 (1), 102-120. doi: 10.1002/tal.610 |
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2011 Conference Publication Flexural strength and deformability design of reinforced concrete beamsZhou, K. J. H., Ho, J. C. M. and Su, R. K. L. (2011). Flexural strength and deformability design of reinforced concrete beams. 12th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC12, Hong Kong, Hong Kong, 26-28 January 2011. Amsterdam, The Netherlands: Elsevier BV. doi: 10.1016/j.proeng.2011.07.176 |
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2010 Journal Article Deformability evaluation of high-strength reinforced concrete columnsHo, J. C. M. and Pam, H. J. (2010). Deformability evaluation of high-strength reinforced concrete columns. Magazine of Concrete Research, 62 (8), 569-583. doi: 10.1680/macr.2010.62.8.569 |
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2010 Journal Article Ductility design of high-strength concrete beams and columnsKwan, A. K. H. and Ho, J. C. M. (2010). Ductility design of high-strength concrete beams and columns. Advances in Structural Engineering, 13 (4), 651-664. doi: 10.1260/1369-4332.13.4.651 |
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2010 Journal Article Effects of steel lap splice locations on strength and ductility of reinforced concrete columnsPam, H. J. and Ho, J. C. M. (2010). Effects of steel lap splice locations on strength and ductility of reinforced concrete columns. Advances in Structural Engineering, 13 (1), 199-214. doi: 10.1260/1369-4332.13.1.199 |
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2010 Journal Article Effectiveness of adding confinement for ductility improvement of high-strength concrete columnsHo, J. C. M., Lam, J. Y. K. and Kwan, A. K. H. (2010). Effectiveness of adding confinement for ductility improvement of high-strength concrete columns. Engineering Structures, 32 (3), 714-725. doi: 10.1016/j.engstruct.2009.11.017 |
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2010 Conference Publication Interrelation of axial load level and confining pressure for minimum ductility design of concrete columnsHo, J. C. M. (2010). Interrelation of axial load level and confining pressure for minimum ductility design of concrete columns. 9th US National and 10th Canadian Conference on Earthquake Engineering 2010, Including Papers from the 4th International Tsunami Symposium, Toronto, ON, 25 - 29 July 2010. Oakland, CA United States: Earthquake Engineering Research Institute. |
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2010 Journal Article Normalised rotation capacity for deformability evaluation of high-performance concrete beamsZhou, K. J. H., Ho, J. C. M. and Su, R. K. L. (2010). Normalised rotation capacity for deformability evaluation of high-performance concrete beams. Earthquake and Structures, 1 (3), 269-287. |
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2009 Journal Article Minimum flexural ductility design of high-strength concrete columnsLam, Jeffery Y. K., Ho, Johnny C. M. and Kwan, Albert K. H. (2009). Minimum flexural ductility design of high-strength concrete columns. HKIE Transactions, 16 (4), 2-9. doi: 10.1080/1023697X.2009.10668169 |
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2009 Journal Article Length of critical region for confinement steel in limited ductility high-strength reinforced concrete columnsPam, H. J. and Ho, J. C. M. (2009). Length of critical region for confinement steel in limited ductility high-strength reinforced concrete columns. Engineering Structures, 31 (12), 2896-2908. doi: 10.1016/j.engstruct.2009.07.015 |
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2009 Journal Article Maximum axial load level and minimum confinement for limited ductility design of high-strength concrete columnsLam, J. Y. K., Ho, J. C. M. and Kwan, A. K. H. (2009). Maximum axial load level and minimum confinement for limited ductility design of high-strength concrete columns. Computers and Concrete, 6 (5), 357-376. doi: 10.12989/cac.2009.6.5.357 |
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2009 Journal Article Flexural ductility of high-strength concrete columns with minimal confinementLam, J. Y. K., Ho, J. C. M. and Kwan, A. K. H. (2009). Flexural ductility of high-strength concrete columns with minimal confinement. Materials and Structures, 42 (7), 909-921. doi: 10.1617/s11527-008-9431-5 |
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2008 Journal Article An overview of research at HKU on HSRC columns and beam-column joints for low-medium seismic-risked regionsPam, H. J., Ho, J. C.M. and Li, J. (2008). An overview of research at HKU on HSRC columns and beam-column joints for low-medium seismic-risked regions. Electronic Journal of Structural Engineering, 8, 88-98. |
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2005 Journal Article Effects of strain hardening of steel reinforcement on flexural strength and ductility of concrete beamsHo J.C.M., Au F.T.K. and Kwan A.K.H. (2005). Effects of strain hardening of steel reinforcement on flexural strength and ductility of concrete beams. Structural Engineering and Mechanics, 19 (2), 185-198. doi: 10.12989/sem.2005.19.2.185 |
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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. |
