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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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2011 Journal Article Strain gradient effects on flexural strength design of normal-strength concrete columnsHo, J.C.M. and Peng, J. (2011). Strain gradient effects on flexural strength design of normal-strength concrete columns. Engineering Structures, 33 (1), 18-31. doi: 10.1016/j.engstruct.2010.09.014 |
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2011 Journal Article Typical collapse modes of confined masonry buildings under strong earthquake loadsSu, R.K.L., Lee, Y.Y., Lee, C.L. and Ho, J.C.M. (2011). Typical collapse modes of confined masonry buildings under strong earthquake loads. Open Construction and Building Technology Journal, 5 (Spec. Issue 1), 50-60. doi: 10.2174/1874836801105010050 |
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2011 Journal Article Maximum concrete stress developed in unconfined flexural RC membersHo, J.C.M., Pam, H.J., Peng, J. and Wong, Y.L. (2011). Maximum concrete stress developed in unconfined flexural RC members. Computers and Concrete, 8 (2), 207-227. doi: 10.12989/cac.2011.8.2.207 |
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2011 Conference Publication Modification on equivalent stress block of normal-strength concrete by incorporating strain gradient effectsPeng, J., Ho, J. C. M. and Pam, H. J. (2011). Modification on equivalent stress block of normal-strength concrete by incorporating strain gradient effects. 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.2011.07.283 |
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2011 Conference Publication Uni-axial behavior of concrete-filled steel tubular columns with external confinementLuo, L. and Ho, J. C.M. (2011). Uni-axial behavior of concrete-filled steel tubular columns with external confinement. Faculty of Construction and Land Use the Hong Kong Polytechnic University. |
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2011 Conference Publication Concrete stress profile developed in flexural RC membersPeng, J. and Ho, J. C.M. (2011). Concrete stress profile developed in flexural RC members. Faculty of Construction and Land Use the Hong Kong Polytechnic University. |
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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 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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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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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. |
