Select Publications

Journal articles

Pi YL; Bradford MA; Liu A, 2017, 'Nonlinear Equilibrium and Buckling of Fixed Shallow Arches Subjected to an Arbitrary Radial Concentrated Load', International Journal of Structural Stability and Dynamics, 17, http://dx.doi.org/10.1142/S0219455417500821

Guo YL; Zhou P; Wang MZ; Pi YL; Bradford MA, 2017, 'Numerical studies of cyclic behavior and design suggestions on triple-truss-confined buckling-restrained braces', Engineering Structures, 146, pp. 1 - 17, http://dx.doi.org/10.1016/j.engstruct.2017.05.032

Hassanieh A; Valipour HR; Bradford MA, 2017, 'Experimental and numerical investigation of short-term behaviour of CLT-steel composite beams', Engineering Structures, 144, pp. 43 - 57, http://dx.doi.org/10.1016/j.engstruct.2017.04.052

Yang G; Bradford MA, 2017, 'Rayleigh-Ritz solution to postbuckling localization of an axially loaded infinite column on a foundation', Journal of Engineering Mechanics, 143, http://dx.doi.org/10.1061/(ASCE)EM.1943-7889.0001237

Yang G; Bradford MA, 2017, 'Postbuckling snaking of axially loaded infinite beam on nonlinear foundation with restabilizing effects', Journal of Engineering Mechanics, 143, http://dx.doi.org/10.1061/(ASCE)EM.1943-7889.0001217

Guo YL; Yuan X; Bradford MA; Pi YL; Chen H, 2017, 'Strength design of pin-ended circular steel arches with welded hollow section accounting for web local buckling', Thin-Walled Structures, 115, pp. 100 - 109, http://dx.doi.org/10.1016/j.tws.2017.02.010

Hassanieh A; Valipour HR; Bradford MA; Sandhaas C, 2017, 'Modelling of steel-timber composite connections: Validation of finite element model and parametric study', Engineering Structures, 138, pp. 35 - 49, http://dx.doi.org/10.1016/j.engstruct.2017.02.016

Hashemi SK; Bradford MA; Valipour HR, 2017, 'Dynamic response and performance of cable-stayed bridges under blast load: Effects of pylon geometry', Engineering Structures, 137, pp. 50 - 66, http://dx.doi.org/10.1016/j.engstruct.2017.01.032

Zhu BL; Guo YL; Zhou P; Bradford MA; Pi YL, 2017, 'Numerical and experimental studies of corrugated-web-connected buckling-restrained braces', Engineering Structures, 134, pp. 107 - 124, http://dx.doi.org/10.1016/j.engstruct.2016.12.014

Ataei A; Bradford MA; Liu X, 2017, 'Computational modelling of the moment-rotation relationship for deconstructable flush end plate beam-to-column composite joints', Journal of Constructional Steel Research, 129, pp. 75 - 92, http://dx.doi.org/10.1016/j.jcsr.2016.11.007

Chen H; Guo YL; Bradford MA; Pi YL; Yuan X, 2017, 'Strength and Design of Pin-Ended Circular Arches with Sinusoidal Corrugated Web under Combined In-Plane Loads', Journal of Structural Engineering (United States), 143, http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0001647

Liu X; Bradford MA; Ataei A, 2017, 'Flexural performance of innovative sustainable composite steel-concrete beams', Engineering Structures, 130, pp. 282 - 296, http://dx.doi.org/10.1016/j.engstruct.2016.10.009

Guo YL; Yuan X; Pi YL; Bradford MA; Chen H, 2017, 'In-Plane Failure and Strength of Pin-Ended Circular Steel Arches Considering Coupled Local and Global Buckling', Journal of Structural Engineering (United States), 143, http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0001644

Chiniforush AA; Valipour H; Akbarnezhad A; Bradford M, 2017, '08.27: Steel‐timber composite (STC) beams: Numerical simulation of long‐term behaviour', ce/papers, 1, pp. 2051 - 2059, http://dx.doi.org/10.1002/cepa.250

Pi Y; Bradford MA; Liu A, 2017, '12.02: High strength steel I‐section arches: Inelastic lateral buckling and moment capacity', ce/papers, 1, pp. 3472 - 3480, http://dx.doi.org/10.1002/cepa.402

Hashemi SK; Bradford MA; Valipour HR, 2016, 'Dynamic response of cable-stayed bridge under blast load', Engineering Structures, 127, pp. 719 - 736, http://dx.doi.org/10.1016/j.engstruct.2016.08.038

Yang G; Bradford MA, 2016, 'Thermal-induced buckling and postbuckling analysis of continuous railway tracks', International Journal of Solids and Structures, 97_98, pp. 637 - 649, http://dx.doi.org/10.1016/j.ijsolstr.2016.04.037

Gholamhoseini A; Gilbert RI; Bradford MA, 2016, 'Long-term deformations in continuous composite slabs', Australian Journal of Structural Engineering, 17, pp. 197 - 212, http://dx.doi.org/10.1080/13287982.2016.1238531

Ataei A; bradford M; Valipour H, 2016, 'Finite element analysis of HSS semi-rigid composite joints with precast concrete slabs and demountable bolted shear connectors', Finite Elements in Analysis and Design, http://dx.doi.org/10.1016/j.finel.2016.08.003

Bradford MA; Liu X, 2016, 'Flexural-torsional buckling of high-strength steel beams', Journal of Constructional Steel Research, 124, pp. 122 - 131, http://dx.doi.org/10.1016/j.jcsr.2016.05.009

Hassanieh A; Valipour HR; Bradford MA, 2016, 'Experimental and analytical behaviour of steel-timber composite connections', Construction and Building Materials, 118, pp. 63 - 75, http://dx.doi.org/10.1016/j.conbuildmat.2016.05.052

Ataei A; Bradford MA; Liu X, 2016, 'Experimental study of flush end plate beam-to-column composite joints with precast slabs and deconstructable bolted shear connectors', Structures, 7, pp. 43 - 58, http://dx.doi.org/10.1016/j.istruc.2016.05.002

Pi YL; Bradford MA; Guo YL, 2016, 'Revisiting nonlinear in-plane elastic buckling and postbuckling analysis of shallow circular arches under a central concentrated load', Journal of Engineering Mechanics, 142, pp. 1 - 8, http://dx.doi.org/10.1061/(ASCE)EM.1943-7889.0001098

Hassanieh A; Valipour HR; Bradford MA, 2016, 'Experimental and numerical study of steel-timber composite (STC) beams', Journal of Constructional Steel Research, 122, pp. 367 - 378, http://dx.doi.org/10.1016/j.jcsr.2016.04.005

Hassanieh A; Valipour HR; Bradford MA, 2016, 'Load-slip behaviour of steel-cross laminated timber (CLT) composite connections', Journal of Constructional Steel Research, 122, pp. 110 - 121, http://dx.doi.org/10.1016/j.jcsr.2016.03.008

Su Q; Yang G; Bradford MA, 2016, 'Bearing Capacity of Perfobond Rib Shear Connectors in Composite Girder Bridges', Journal of Bridge Engineering, 21, http://dx.doi.org/10.1061/(ASCE)BE.1943-5592.0000865

Su Q; Yang G; Bradford MA, 2016, 'Bearing Capacity of Stud-Bolt Hybrid Shear Connection in Segmental Composite Bridge Girders', Journal of Bridge Engineering, 21, http://dx.doi.org/10.1061/(ASCE)BE.1943-5592.0000873

Guo YL; Chen H; Pi YL; Bradford MA, 2016, 'In-plane strength of steel arches with a sinusoidal corrugated web under a full-span uniform vertical load: Experimental and numerical investigations', Engineering Structures, 110, pp. 105 - 115, http://dx.doi.org/10.1016/j.engstruct.2015.11.056

Wei W; Dai A; Pi YL; Bradford MA, 2016, 'Investigations on the Seismic Responses of Structures with a Suspended Mass', International Journal of Structural Stability and Dynamics, 16, pp. 1550066, http://dx.doi.org/10.1142/S0219455415500662

Luo K; Pi YL; Gao W; Bradford MA, 2016, 'Long-Term structural analysis and stability assessment of three-pinned CFST arches accounting for geometric nonlinearity', Steel and Composite Structures, 20, pp. 379 - 397, http://dx.doi.org/10.12989/scs.2016.20.2.379

Guo YL; Chen H; Pi YL; Dou C; Bradford MA, 2016, 'In-plane failure mechanism and strength of pin-ended steel I-section circular arches with sinusoidal corrugated web', Journal of Structural Engineering (United States), 142, http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0001393

Pi YL; Bradford MA, 2016, 'Out-of-Plane Buckling of Beams Having In-Plane Elastic Restraints under Gradient Thermal Action', Journal of Engineering Mechanics, 142, http://dx.doi.org/10.1061/(ASCE)EM.1943-7889.0000995

Moradi M; Valipour H; Foster SJ; Bradford MA, 2016, 'Deconstructable steel-fibre reinforced concrete deck slabs with a transverse confining system', Materials and Design, 89, pp. 1007 - 1019, http://dx.doi.org/10.1016/j.matdes.2015.10.059

Liu X; Bradford MA; Chen QJ; Ban H, 2016, 'Finite element modelling of steel-concrete composite beams with high-strength friction-grip bolt shear connectors', Finite Elements in Analysis and Design, 108, pp. 54 - 65, http://dx.doi.org/10.1016/j.finel.2015.09.004

Ban H; Bradford MA; Uy B; Liu X, 2016, 'Available rotation capacity of composite beams with high-strength materials under sagging moment', Journal of Constructional Steel Research, 118, pp. 156 - 168, http://dx.doi.org/10.1016/j.jcsr.2015.11.008

Ataei A; Bradford MARK; Liu X, 2016, 'Experimental study of composite beams having a precast geopolymer concrete slab and deconstructable bolted shear connectors', Engineering Structures, http://dx.doi.org/10.1016/j.engstruct.2015.10.041

Ataei R; Bradford ; Vali pour H; Liu ; Vali Pour Goudarzi H, 2016, 'Experimental study of sustainable high strength steel flush end plate beam-to-column composite joints with deconstructable bolted shear connectors', Engineering Structures, 123, pp. 124 - 140, http://dx.doi.org/10.1016/j.engstruct.2016.05.035

Ataei R; Bradford M, 2016, 'Numerical Study of Deconstructable Flush End Plate Composite Joints to Concrete-Filled Steel Tubular Columns', Structctures, 8, pp. 130 - 143, http://dx.doi.org/10.1016/j.istruc.2016.09.009

Khezri M; Gharib M; Bradford MA; Vrcelj Z, 2015, 'Analysis of thick and orthotropic rectangular laminated composite plates using a state-space-based generalised RKP-FSM', Composite Structures, 133, pp. 691 - 706, http://dx.doi.org/10.1016/j.compstruct.2015.07.035

Yang G; Bradford MA, 2015, 'Antisymmetric Post-Buckling Localization of an Infinite Column on a Nonlinear Foundation with Softening', International Journal of Structural Stability and Dynamics, 15, http://dx.doi.org/10.1142/S0219455415400283

Khezri M; Bradford MA; Vrcelj Z, 2015, 'Application of RKP-FSM in the buckling and free vibration analysis of thin plates with abrupt thickness changes and internal supports', International Journal for Numerical Methods in Engineering, 104, pp. 125 - 156, http://dx.doi.org/10.1002/nme.4936

Bradford MA; Pi YL; Yang G; Fan XC, 2015, 'Effects of approximations on non-linear in-plane elastic buckling and postbuckling analyses of shallow parabolic arches', Engineering Structures, 101, pp. 58 - 67, http://dx.doi.org/10.1016/j.engstruct.2015.07.008

Chen Q; Cai J; Bradford MA; Liu X; Wu Y, 2015, 'Axial Compressive Behavior of Through-Beam Connections between Concrete-Filled Steel Tubular Columns and Reinforced Concrete Beams', Journal of Structural Engineering (United States), 141, http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0001249

Ban H; Bradford MA, 2015, 'Elastoplastic Cross-Sectional Behavior of Composite Beams with High-Strength Steel: Analytical Modeling', Journal of Structural Engineering (United States), 141, http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0001208

Guo YL; Zhao SY; Bradford MA; Pi YL, 2015, 'Threshold Stiffness of Discrete Lateral Bracing for Out-of-Plane Buckling of Steel Arches', Journal of Structural Engineering (United States), 141, http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0001236

Ataei A; Bradford MA; Valipour HR, 2015, 'Experimental study of flush end plate beam-to-CFST column composite joints with deconstructable bolted shear connectors', Engineering Structures, 99, pp. 616 - 630, http://dx.doi.org/10.1016/j.engstruct.2015.05.012

Guo YL; Zhao SY; Pi YL; Bradford MA; Dou C, 2015, 'An experimental study on out-of-plane inelastic buckling strength of fixed steel arches', Engineering Structures, 98, pp. 118 - 127, http://dx.doi.org/10.1016/j.engstruct.2015.04.029

Ataei A; Bradford MA; Valipour HR, 2015, 'Moment-rotation model for blind-bolted flush end-plate connections in composite frame structures', Journal of Structural Engineering (United States), 141, http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0001147

Su Q; Yang G; Bradford MA, 2015, 'Behavior of a Continuous Composite Box Girder with a Prefabricated Prestressed-Concrete Slab in Its Hogging-Moment Region', Journal of Bridge Engineering, 20, http://dx.doi.org/10.1061/(ASCE)BE.1943-5592.0000698

Valipour H; Rajabi A; Foster SJ; Bradford MA, 2015, 'Arching behaviour of precast concrete slabs in a deconstructable composite bridge deck', Construction and Building Materials, 87, pp. 67 - 77, http://dx.doi.org/10.1016/j.conbuildmat.2015.04.006


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