职称：教授
学位：博士
研究领域：钢-混凝土组合结构，高性能混凝土材料
办公地点：电子信息实验楼617
电子邮箱：johnny.ho@gzhu.edu.cn
个人简介
何正铭，男，汉族，香港人，1976年4月生，建筑工程系教师。
教育背景
1. 2003年毕业于香港大学土木工程专业，获哲学博士学位
2. 2001年毕业于香港大学土木工程专业，获哲学硕士学位
3. 1998年毕业于香港大学土木工程专业，获工学学士学位
职业经历
1. 2018年11月至今在js555888金沙老品牌任“百人计划”教授
2. 2013年至2018年在澳大利亚昆士兰大学任高级讲师（博士生导师），任教课程包括：结构防火工程，预应力混凝土，高等结构设计理论，高性能混凝土等
3. 2007年至2013年在香港大学土木工程系任助理教授（博士生导师），任教课程包括：结构理论及设计，结构防火工程，高等结构设计理论等
4. 2003年至2007年在香港奥雅纳集团担任工程师，参与香港昂船洲大桥以及澳大利亚昆士兰Ipswich Motorway升级项目等世界知名工程
教授课程
1. 土木工程专业英语（双语）
2. 土木工程与人类社会（双语）
科研服务
近年主持的科研项目
1. js555888金沙老品牌百人计划启动项目，69-62091262，钢管钢渣混凝土组合柱的试验与本构理论研究，100万元，2018.12-2023.11，进行中，主持
2. 澳洲研究局评议会产业转型研究中心项目，IH150100006，Novel hybrid FRP-concrete-steel double skin tubular truss bridge systems，42.5万澳元，2017.01-2019.12，进行中，主持（相当于重点项目）
3. 澳洲研究局评议会发现项目，DP150102354，Fire performance of concrete using novel fire testing，28.63万澳元，2015.01-2017.12，己结题，主持（相当于面上项目）
4. 香港研究资助局项目，HKU712310E，Improving elastic stiffness, strength and ductility of high-strength-concrete-filled-steel-tube columns by external confinement，123万港元，2011.01-2013.12，已结题，主持（相当于面上项目）
5. 澳大利亚昆士兰政府高级研究奖金项目，FELLOWSHIPS15-037，Easily deconstructed spinifex nanofibers for enhancement of high-performance constructional materials，60万澳元，2016.03-2019.02，己结题，主持（相当于面上项目）
学术兼职：
香港大学特聘教授（授课型），台湾国立交通大学特聘教授，香港工程师学会会员，澳大利亚工程师学会会员，英国结构工程师学会会员，澳大利亚国家注册工程师，英国注册工程师
研究成果
1、获奖及荣誉
（1） 2018年澳大利亚昆士兰大学“最有效率”科研教师
（2） 2001、2004、2005、2009及2017年香港工程师学会期刊青年工程师论文奖
2、近期发表的期刊文章（粗体为本人，下划线为研究生，仅列举近5年发表的SCI论文）
(1) Lai M.H.,Song W.,Ou X.L., Chen M.T., Wang Q. and *Ho J.C.M.(2020), “A path dependent stress-strain model for concrete-filled-steel-tube column”,Engineering Structures,211, 110312.
(2) Lai M.H.,Griffith A.M., Hanzic L., Wang Q. and*Ho J.C.M., “Dilatancy reversal in superplasticized cementitious mortar”,Magazine of Concrete Research, DOI: 10.1680/jmacr.19.00435
(3) Ren F.M., Liang Y.W.,Ho J.C.M.and *Lai M.H. (2020), “Behaviour of FRP-tube-concrete-encased steel- composite columns”,Composite Structures,241, 112139.
(4) Wang L., Zhang Y.W.,Ho J.C.M.and *Lai M.H. (2020), “Fatigue behaviour of composite sandwich beams strengthened with GFRP stiffeners”,Engineering Structures,214, 110596.
(5) Lai M.H., Li C.W.,Ho J.C.M.and *Chen M.T. (2020), “Experimental investigation on hollow steel tube by external confinement”,Journal of Construction Steel Research,166, 105865.
(6)Ho J.C.M.,Ou X.L., Wang Q., Chen M.T., *Lai M.H. (2020),“A path dependent constitutive model for CFFT column”,Engineering Structures,210, 110367.
(7) Wang Q., Lai M.H., Zhang J., Wang Z. and*Ho J.C.M.(2020), “Greener engineered cementitious composite (ECC) – the use of industrial solid wastes and non-artificially treated unoiled PVA fiber”,Construction and Building Materials,247, 18211.
(8) Lai M.H., Binhowimal S.A.M., Hanzic L., Wang Q. and*Ho J.C.M.(2020), “Cause and mitigation of dilatancy in cement powder paste”,Construction and Building Materials,236, 117595.
(9) Lai M.H.,Binhowimal S.A.M., Hanzic L., Wang Q. and*Ho J.C.M.(2020), “Dilatancy Mitigation of cement powder paste by pozzolanic and inert fillers”,Structural Concrete, DOI: 10.1002/SUCO.201900320
(10) Lai M.H., Liang Y.W., Wang Q., Ren F., Chen M.T. and*Ho J.C.M.(2020), “A stress-path dependent stress-strain model for FRP-confined concrete”,Engineering Structures,203, 109824.
(11) Wang Q., Zhang J. and*Ho J.C.M.(2020), “Zeolite to improve strength-shrinkage performance of high-strength engineered cementitious composite”,Construction and Building Materials,234, 117335.
(12) Lai M.H.,Chen M.T., Ren F.M. and*Ho J.C.M.(2019), “Uni-axial behaviour of externally confined UHSCFST columns”,Thin-walled Structures,142, 19-36.(2019年11-12月入选ESI高被引论文)
(13) Lai M.H., Hanzic L. and*Ho J.C.M.(2019) “Fillers to improve passing ability of concrete”,Structural Concrete,20(1), 185-197.(2019年3-4, 5-6, 7-8, 9-10, 11-12月连续5期入选ESI高被引论文)
(14) Kounakoff B.A., Hanzic L. and*Ho J.C.M.(2017), “Limestone and silica fume to improve concurrent flowability-segregation limits of concrete”,Magazine of Concrete Research,69(23), 1189-1202.
(15) Lai M.H.and*Ho J.C.M.(2017), “An analysis-based model for axially loaded circular CFST columns”,Thin-Walled Structures,119, 770-781.
(16) Ouyang Y., Kwan A.K.H., Lo S.H. and*Ho J.C.M.(2017), “Finite element analysis of concrete-filled-steel-tube columns with circular sections under eccentric load”,Engineering Structures,148, 387-398.
(17) Maybury J.,*Ho J.C.M.andBinhowimal S.A.M.(2017), “Fillers to lessen shear thickening in cement powder paste”,Construction & Building Materials,142, 268-279.
(18) Dong C.X., Kwan A.K.H. and*Ho J.C.M.(2017), “Effects of external confinement on structural performance of concrete-filled steel tubes”,Journal of Constructional Steel Research,132, 72-82.
(19) Hanzic L. and*Ho J.C.M.(2017), “Multi-sized fillers to improve strength and flowability of concrete”,Advances in Cement Research,29(3), 112-124.
(20) Ouyang Y., Lo S.H., Kwan A.K.H. and*Ho J.C.M.(2016), “A new analysis method for polymer-confined concrete columns”,Proceedings of the Institution of Civil Engineers,Structures and Buildings,169(12), 892-911.
(21) Dong C.X., Kwan A.K.H. and*Ho J.C.M.(2016), “Axial and lateral stress-strain modelfor concrete-filled steel tubes with FRP jackets”,Engineering Structures,126, 365-378.
(22) Lai M.H.and*Ho J.C.M.(2016), “A theoretical axial stress-strain model for concrete-filled-steel-tube columns”,Engineering Structures,125, 124-143.
(23) Lai M.H.and*Ho J.C.M.(2016), “Confining and hoop stresses in ring-confined thin-walled concrete-filled-steel-tube columns”,Magazine of ConcreteResearch,68(18), 916-935.
(24) Kwan A.K.H.,Dong C.X.and*Ho J.C.M.(2016), “Axial and lateral stress-strain model for concrete-filled steel tubes”,Journal of Constructional Steel Research,122, 421-433.
(25) Kwan A.K.H.,Dong C.X.and*Ho J.C.M.(2016), “Axial and lateral stress-strain modelfor concrete-filled steel tubes with external steel confinement”,Engineering Structures,117, 528-541.
(26) Lai M.H.and *Ho J.C.M.(2015), "Axial strengthening of thin-walled concrete-filled-steel-tube columns by circular steel jackets",Thin-Walled Structures,97, 11-21.
(27) Lo S.H., Kwan A.K.H.,Ouyang Y.and*Ho J.C.M.(2015), “Finite element analysis of axially loaded FRP-confined rectangular concrete columns”,Engineering Structures,100, 253-263.
(28) Kwan A.K.H.,Dong C.X.and *Ho J.C.M.(2015), “Axial and lateral stress-strain model for FRP confined concrete”,Engineering Structures,99, 285-295.
(29) Dong C.X., Kwan A.K.H. and *Ho J.C.M.(2015), “Effects of confining stiffness and rupture strain on performance of FRP confined concrete”,Engineering Structures,97, 1-14.
(30) Dong C.X.and *Ho J.C.M.(2015), “Theoretical model for double-skinned concrete-filled-steel- tubular columns with external confinement”,Journal of Civil Engineering and Management,21(5), 666-676.
(31) Dong C.X., Kwan A.K.H. and *Ho J.C.M.(2015), “A constitutive model for predicting the lateral strain of confined concrete”,Engineering Structures,91, 155-166.
(32) Chen M.T.and *Ho J.C.M.(2015), “Concurrent flexural strength and ductility design of RC beams via strain-gradient-dependent concrete stress-strain curve”,The Structural Design of Tall and Special Buildings,24(9), 629-652.
(33) Lai M.H.and*Ho J.C.M.(2015), “Optimal design of external rings for confined CFST columns”,Magazine of Concrete Research,67(19), 1017-1032.
(34) Lai M.H.and*Ho J.C.M.(2015), “Effect of continuous spirals on uni-axial strength and ductility of CFST columns”,Journal of Constructional Steel Research,104, 235-249.
(35) Chen M.T.and*Ho J.C.M.(2015), “Combined strain gradient and concrete strength effects on flexural strength and ductility design of RC columns”,Computers and Concrete,15(4), 607-642.
