2014 Journal Article Improving strength, stiffness and ductility of CFDST columns by external confinementHo, J. C. M. and Dong, C. X. (2014). Improving strength, stiffness and ductility of CFDST columns by external confinement. Thin-Walled Structures, 75, 18-29. doi: 10.1016/j.tws.2013.10.009 |
2014 Journal Article Experimental and theoretical studies of confined HSCFST columns under uni-axial compressionLai, M. H. and Ho, J. C. M. (2014). Experimental and theoretical studies of confined HSCFST columns under uni-axial compression. Earthquake and Structures, 7 (4), 527-552. doi: 10.12989/eas.2014.7.4.527 |
2013 Journal Article Strain-gradient-dependent stress-strain curve for normal-strength concreteHo, J. C. M. and Peng, J. (2013). Strain-gradient-dependent stress-strain curve for normal-strength concrete. Advances in Structural Engineering, 16 (11), 1911-1930. doi: 10.1260/1369-4332.16.11.1911 |
2013 Journal Article Improving interface bonding of double-skinned CFST columnsDong, Chunxiao and Ho, Johnny Ching Ming (2013). Improving interface bonding of double-skinned CFST columns. Magazine of Concrete Research, 65 (20), 1199-1211. doi: 10.1680/macr.13.00041 |
2013 Journal Article Improving design limits of strength and ductility of NSC beam by considering strain gradient effectHo, J. C. M. and Peng, J. (2013). Improving design limits of strength and ductility of NSC beam by considering strain gradient effect. Structural Engineering and Mechanics, 47 (2), 185-207. doi: 10.12989/sem.2013.47.2.185 |
2013 Journal Article Deformability design of high-performance concrete beamsHo, Johnny Ching Ming (2013). Deformability design of high-performance concrete beams. Structural Design of Tall and Special Buildings, 22 (9), 729-748. doi: 10.1002/tal.728 |
2013 Journal Article Efficiency on uni-axial compressive strength improvement by using externally confined concrete-filled steel tube columnsHo, J. C. M. and Luo, L. (2013). Efficiency on uni-axial compressive strength improvement by using externally confined concrete-filled steel tube columns. HKIE Transactions Hong Kong Institution of Engineers, 20 (2), 96-108. doi: 10.1080/1023697X.2013.794572 |
2013 Journal Article Behaviour of uni-axially loaded CFST columns confined by tie barsHo, J. C. M. and Lai, M. H. (2013). Behaviour of uni-axially loaded CFST columns confined by tie bars. Journal of Constructional Steel Research, 83, 37-50. doi: 10.1016/j.jcsr.2012.12.014 |
2013 Journal Article Strain gradient effects on flexural strength design of normal-strength concrete beamsHo, J. C. M. and Peng, J. (2013). Strain gradient effects on flexural strength design of normal-strength concrete beams. Structural Design of Tall and Special Buildings, 22 (1), 29-49. doi: 10.1002/tal.655 |
2013 Conference Publication Uni-axial compression test of concrete-filled-steel-tube columns confined by tie barsLai, M. H. and Ho, J. C. M. (2013). Uni-axial compression test of concrete-filled-steel-tube columns confined by tie bars. 11th International Scientific Conference on Modern Building Materials, Structures and Techniques, MBMST 2013, Vilnius, Lithuania, 16-17 May 2013. Amsterdam, Netherlands: Elsevier. doi: 10.1016/j.proeng.2013.04.084 |
2012 Journal Article Experimental Tests on High-Strength Concrete Columns Subjected to Combined Medium Axial Load and FlexureHo, Johnny Ching Ming (2012). Experimental Tests on High-Strength Concrete Columns Subjected to Combined Medium Axial Load and Flexure. Advances in Structural Engineering, 15 (8), 1359-1374. doi: 10.1260/1369-4332.15.8.1359 |
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 |
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 |
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 |
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 |
2012 Journal Article Uni-axial behaviour of normal-strength concrete-filledsteel-tube columns with external confinementHo, J.C.M. and Luo, L. (2012). Uni-axial behaviour of normal-strength concrete-filledsteel-tube columns with external confinement. Earthquake and Structures, 3 (6), 889-910. |
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. |
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 |
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. |
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 |