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2012 Journal Article Flexural ductility and deformability of concrete beams incorporating high-performance materialsHo, J.C.M., Lam, J.Y.K. and Kwan, A.K.H. (2012). Flexural ductility and deformability of concrete beams incorporating high-performance materials. Structural Design of Tall and Special Buildings, 21 (2), 114-132. doi: 10.1002/tal.579 |
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2012 Journal Article Strain gradient effects on concrete stress–strain curvePeng, Jun and Ho, Johnny Ching Ming (2012). Strain gradient effects on concrete stress–strain curve. Proceedings of the Institution of Civil Engineers: Structures and Buildings, 165 (SB10), 543-565. doi: 10.1680/stbu.10.00056 |
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2012 Journal Article Equivalent stress block for normal-strength concrete incorporating strain gradient effectPeng, Jun, Ho, Johnny Ching Ming, Pam, Hoat Joen and Wong, Yuk Lung (2012). Equivalent stress block for normal-strength concrete incorporating strain gradient effect. Magazine of Concrete Research, 64 (1), 1-19. doi: 10.1680/macr.2012.64.1.1 |
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2012 Journal Article Uni-axial behaviour of normal-strength CFDST columns with external steel ringsDong, C.X. and Ho, J.C.M. (2012). Uni-axial behaviour of normal-strength CFDST columns with external steel rings. Steel and Composite Structures, 13 (6), 587-606. doi: 10.12989/scs.2012.13.6.587 |
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2011 Journal Article Concurrent flexural strength and deformability design of high-performance concrete beamsHo, J.C.M. and Zhoua, K.J.H. (2011). Concurrent flexural strength and deformability design of high-performance concrete beams. Structural Engineering and Mechanics, 40 (4), 541-562. |
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2011 Journal Article Limited deformability design of high-strength concrete beams in low to moderate seismicity regionsHo, Johnny Ching-Ming and Zhou, Kevin Jian-Hui (2011). Limited deformability design of high-strength concrete beams in low to moderate seismicity regions. Journal of Civil Engineering and Management, 17 (3), 409-423. doi: 10.3846/13923730.2011.594219 |
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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. doi: 10.12989/sem.2011.39.4.559 |
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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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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 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 |
