Select Publications
Journal articles
2022, 'Behavior of T-shaped embedded-nut bolted shear connectors in prefabricated steel-concrete composite beams', Engineering Structures, 272, http://dx.doi.org/10.1016/j.engstruct.2022.114983
,2022, 'Load-slip behaviour of single-leg bolted angle steel connections at elevated temperatures', Structures, 43, pp. 1018 - 1041, http://dx.doi.org/10.1016/j.istruc.2022.07.014
,2022, 'Steel-alkali activated cement based ultra-high performance concrete lightweight composite bridge decks: Flexural behavior', Engineering Structures, 266, http://dx.doi.org/10.1016/j.engstruct.2022.114639
,2022, 'Behaviour of embedded bolted shear connectors in steel-timber composite beams subjected to cyclic loading', Journal of Building Engineering, 54, http://dx.doi.org/10.1016/j.jobe.2022.104581
,2022, 'Timber-timber composite (TTC) beams subjected to hogging moment', Construction and Building Materials, 321, http://dx.doi.org/10.1016/j.conbuildmat.2021.126295
,2022, 'Local buckling and hysteretic behavior of thin-walled Q690 high-strength steel H-section beam-columns', Engineering Structures, 252, http://dx.doi.org/10.1016/j.engstruct.2021.113729
,2021, 'Experimental and theoretical investigation of long-term performance of steel-timber composite beams', Engineering Structures, 249, http://dx.doi.org/10.1016/j.engstruct.2021.113314
,2021, 'Effect of the Traffic Load Distribution on the Progressive Collapse of a Cable-Stayed Bridge Under Blast Load', International Journal of Steel Structures, 21, pp. 1937 - 1952, http://dx.doi.org/10.1007/s13296-021-00544-4
,2021, 'Flexural-torsional buckling of shear deformable steel circular arches under a central concentrated load in a thermal environment', Engineering Structures, 242, http://dx.doi.org/10.1016/j.engstruct.2021.112505
,2021, 'Experimental study of deconstructable bolt shear connectors subjected to cyclic loading', Journal of Constructional Steel Research, 183, http://dx.doi.org/10.1016/j.jcsr.2021.106741
,2021, 'Elastic lateral-torsional instability of monosymmetric shear deformable fixed arches under a localized uniform radial load', Thin-Walled Structures, 160, http://dx.doi.org/10.1016/j.tws.2020.107394
,2021, 'Lateral-Torsional Buckling of Shear Deformable Monosymmetric Steel I-Section Arches with Elastic Rotational-End Restraints under a Central Concentrated Load', Journal of Structural Engineering (United States), 147, http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0002877
,2020, 'Structural behaviour of steel-timber versus steel-concrete composite joints with flush end plate', Construction and Building Materials, 262, http://dx.doi.org/10.1016/j.conbuildmat.2020.120885
,2020, 'Effects of movement and rotation of supports on nonlinear instability of fixed shallow arches', Thin-Walled Structures, 155, http://dx.doi.org/10.1016/j.tws.2020.106909
,2020, 'Experimental and numerical study of shear connection in composite beams of steel and steel-fibre reinforced concrete', Engineering Structures, 215, http://dx.doi.org/10.1016/j.engstruct.2020.110707
,2020, 'Buckling of welded high-strength steel I-beams', Journal of Constructional Steel Research, 168, http://dx.doi.org/10.1016/j.jcsr.2020.105938
,2020, 'Strength design of welded high-strength steel beams considering coupled local and global buckling', Thin-Walled Structures, 149, http://dx.doi.org/10.1016/j.tws.2019.106391
,2020, 'Closure to "out-Plane Elastic-Plastic Buckling Strength of High-Strength Steel Arches" by Mark Andrew Bradford, Yong-Lin Pi, and Airong Liu', Journal of Structural Engineering (United States), 146, http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0002496
,2020, 'Experimental and numerical investigations on remaining strengths of damaged parabolic steel tubular arches', Steel and Composite Structures, 34, pp. 1 - 15, http://dx.doi.org/10.12989/scs.2020.34.1.001
,2019, 'Finite element modelling of steel-timber composite beam-to-column joints with nominally pinned connections', Engineering Structures, 201, http://dx.doi.org/10.1016/j.engstruct.2019.109854
,2019, 'Experimental study of steel-timber composite beam-to-column joints with extended end plates', Construction and Building Materials, 226, pp. 636 - 650, http://dx.doi.org/10.1016/j.conbuildmat.2019.07.154
,2019, 'Cyclic behaviour of bolt and screw shear connectors in steel-timber composite (STC) beams', Journal of Constructional Steel Research, 161, pp. 328 - 340, http://dx.doi.org/10.1016/j.jcsr.2019.05.048
,2019, 'Flexural-Torsional Buckling of Steel Arches under a Localized Uniform Radial-Load Incorporating Shear Deformations', Journal of Structural Engineering (United States), 145, http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0002407
,2019, 'Long-term behaviour of steel-timber composite (STC) shear connections', Engineering Structures, 196, http://dx.doi.org/10.1016/j.engstruct.2019.109356
,2019, 'Structural behaviour of steel-timber composite (STC)beam-to-column connections with double angle web cleats subjected to hogging bending moment', Engineering Structures, 192, pp. 1 - 17, http://dx.doi.org/10.1016/j.engstruct.2019.04.092
,2019, 'Vibration behaviour of steel-timber composite floors, part (2): Evaluation of human-induced vibrations', Journal of Constructional Steel Research, 158, pp. 156 - 170, http://dx.doi.org/10.1016/j.jcsr.2019.03.026
,2019, 'Load resistance and hysteretic response of multiple cross-arm pre-tensioned cable stayed buckling-restrained braces', Engineering Structures, 183, pp. 949 - 964, http://dx.doi.org/10.1016/j.engstruct.2019.01.078
,2019, 'Steel-Timber Composite Beam-to-Column Connections with Shear Tab', Journal of Structural Engineering (United States), 145, http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0002274
,2019, 'Lateral-torsional buckling of arches under an arbitrary radial point load in a thermal environment incorporating shear deformations', Engineering Structures, 179, pp. 189 - 203, http://dx.doi.org/10.1016/j.engstruct.2018.10.071
,2019, 'Experimental investigation of out-of-plane buckling of circular arches under a central radial point load', Thin-Walled Structures, 148, http://dx.doi.org/10.1016/j.tws.2019.106198
,2019, 'Residual stresses in welded high-strength steel I-Beams', Journal of Constructional Steel Research, http://dx.doi.org/10.1016/j.jcsr.2019.105849
,2018, 'Finite element modelling of demountable precast reinforced concrete deck slabs with external confining system', Journal of Constructional Steel Research, 151, pp. 204 - 215, http://dx.doi.org/10.1016/j.jcsr.2018.09.023
,2018, 'Steel-timber composite beam-to-column joints: Effect of connections between timber slabs', Journal of Constructional Steel Research, 151, pp. 132 - 145, http://dx.doi.org/10.1016/j.jcsr.2018.09.019
,2018, 'Experimental study of steel-timber composite (STC) beam to steel column joints having a flush end-plate', Engineering Structures, 174, pp. 906 - 918, http://dx.doi.org/10.1016/j.engstruct.2018.08.009
,2018, 'Localized loading and nonlinear instability and post-instability of fixed arches', Thin-Walled Structures, 131, pp. 165 - 178, http://dx.doi.org/10.1016/j.tws.2018.06.019
,2018, 'On train speed reduction in circumstances of thermally-induced railway track buckling', Engineering Failure Analysis, 92, pp. 107 - 120, http://dx.doi.org/10.1016/j.engfailanal.2018.02.009
,2018, 'Thermal-induced upheaval buckling of continuously-reinforced semi-infinite concrete pavements', Engineering Structures, 168, pp. 865 - 876, http://dx.doi.org/10.1016/j.engstruct.2017.09.032
,2018, 'Bolt shear connectors in grout pockets: Finite element modelling and parametric study', Construction and Building Materials, 176, pp. 179 - 192, http://dx.doi.org/10.1016/j.conbuildmat.2018.05.029
,2018, 'Glued-in-rod timber joints: analytical model and finite element simulation', Materials and Structures/Materiaux et Constructions, 51, http://dx.doi.org/10.1617/s11527-018-1189-9
,2018, 'Out-Plane Elastic-Plastic Buckling Strength of High-Strength Steel Arches', Journal of Structural Engineering (United States), 144, pp. 04018053, http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0002051
,2018, 'Thermal-induced upheaval buckling of concrete pavements incorporating the effects of temperature gradient', Engineering Structures, 164, pp. 316 - 324, http://dx.doi.org/10.1016/j.engstruct.2018.02.002
,2018, 'Nonlinear dynamic buckling of fixed shallow arches under an arbitrary step radial point load', Journal of Engineering Mechanics, 144, pp. 04018012, http://dx.doi.org/10.1061/(ASCE)EM.1943-7889.0001425
,2018, 'Long-Term Behavior of Continuous Composite Concrete Slabs with Steel Decking', ACI STRUCTURAL JOURNAL, 115, pp. 439 - 449, http://dx.doi.org/10.14359/51701133
,2018, 'Deconstructable timber-concrete composite beams with panelised slabs: Finite element analysis', Construction and Building Materials, 163, pp. 798 - 811, http://dx.doi.org/10.1016/j.conbuildmat.2017.12.169
,2017, 'Theoretical and numerical studies of elastic buckling and load resistance of double cross-arm pre-tensioned cable stayed buckling-restrained braces', Engineering Structures, 153, pp. 674 - 699, http://dx.doi.org/10.1016/j.engstruct.2017.10.064
,2017, 'A refined modelling for thermal-induced upheaval buckling of continuously reinforced concrete pavements', Engineering Structures, 150, pp. 256 - 270, http://dx.doi.org/10.1016/j.engstruct.2017.06.005
,2017, 'Composite connections between CLT slab and steel beam: Experiments and empirical models', Journal of Constructional Steel Research, 138, pp. 823 - 836, http://dx.doi.org/10.1016/j.jcsr.2017.09.002
,2017, 'In-plane nonlinear multiple equilibria and switches of equilibria of pinned–fixed arches under an arbitrary radial concentrated load', Archive of Applied Mechanics, 87, pp. 1909 - 1928, http://dx.doi.org/10.1007/s00419-017-1300-7
,2017, 'Three-dimensional constitutive modelling of arbitrarily orientated timber based on continuum damage mechanics', Finite Elements in Analysis and Design, 135, pp. 79 - 90, http://dx.doi.org/10.1016/j.finel.2017.07.008
,2017, 'Experimental and numerical studies of hysteretic response of triple-truss-confined buckling-restrained braces', Engineering Structures, 148, pp. 157 - 174, http://dx.doi.org/10.1016/j.engstruct.2017.06.058
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