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2011 Journal Article Inelastic design of high-axially loaded concrete columns in moderate seismicity regionsHo, J.C.M. (2011). Inelastic design of high-axially loaded concrete columns in moderate seismicity regions. Structural Engineering and Mechanics, 39 (4), 559-578. |
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2011 Journal Article Minimum deformability design of high-strength concrete beams in non-seismic regionsHo, J.C.M. and Zhou, K.J.H. (2011). Minimum deformability design of high-strength concrete beams in non-seismic regions. Computers and Concrete, 8 (4), 445-463. doi: 10.12989/cac.2011.8.4.445 |
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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 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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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 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 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 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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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. |
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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. |
