Journal of Constructional Steel Research

Article	Citations
Testing and initial verification of the world's first metal 3D printed bridge	134
Seismic resilient steel structures: A review of research, practice, challenges and opportunities	117
Design and analysis of a seismic resilient steel moment resisting frame equipped with damage-free self-centering column bases	73
Modelling of connections and lateral behavior of high-rise modular steel buildings	66
Experimental results for structural design of Wire-and-Arc Additive Manufactured stainless steel members	66
Experimental investigation on hollow-steel-tube columns with external confinements	59
Variable-friction self-centering energy-dissipation braces (VF-SCEDBs) with NiTi SMA cables for seismic resilience	59
Development and validation of a versatile hysteretic model for pre-compressed self-centering buckling-restrained brace	57
Fire induced progressive collapse potential assessment of steel framed buildings using machine learning	56
Self-centring damper with multi-energy-dissipation mechanisms: Insights and structural seismic demand perspective	53
On the influence of the geometrical irregularities in the mechanical response of Wire-and-Arc Additively Manufactured planar elements	53
Post-fire mechanical properties of Q620 high-strength steel with different cooling methods	53
Parametric study and simplified design equations for cold-formed steel channels with edge-stiffened holes under axial compression	50
Ultimate shear resistance of S600E high-strength stainless steel plate girders	50
Post-fire mechanical properties of titanium–clad bimetallic steel in different cooling approaches	49
Flexural capacity of gapped built-up cold-formed steel channel sections including web stiffeners	49
Axial strength of back-to-back cold-formed steel channels with edge-stiffened holes, un-stiffened holes and plain webs	49
Progressive collapse resistance of two-storey seismic configured steel sub-frames using welded connections	48
Elevated temperature mechanical properties of cold-rolled steel sheets and cold-formed steel sections	45
Post-fire residual material properties of cold-formed steel elliptical hollow sections	44
Uniformly bent CFS lipped channel beams experiencing local-distortional interaction: Experimental investigation	43
Compressive strength of axially loaded circular concrete-filled double-skin steel tubular short columns	42
Exploration of the multidirectional stability and response of prefabricated volumetric modular steel structures	41
UHPC-based strengthening technique for orthotropic steel decks with significant fatigue cracking issues	40
Statistical analysis of the material, geometrical and imperfection characteristics of structural stainless steels and members	40

Experimental study on multi-bolt shear connectors of prefabricated steel-concrete composite beams	39
Application of machine learning models for designing CFCFST columns	39
Assembled self-centering energy dissipation braces and a force method-based model	39
Improving anti-progressive collapse capacity of welded connection based on energy dissipation cover-plates	38
Compressive behaviour and design of CFDST cross-sections with stainless steel outer tubes	38
Superior low-cycle fatigue performance of iron-based SMA for seismic damping application	37
Experimental behaviour and fracture prediction of austenitic stainless steel bolts under combined tension and shear	37
Recommendations for performance-based fire design of composite steel buildings using computational analysis	36
Performance-based-plastic-design of damage-control steel MRFs equipped with self-centring energy dissipation bays	36
Numerical assessment of lateral distortional buckling in steel-concrete composite beams	36
Assessment of lateral distortional buckling resistance in welded I-beams	36
The effects of cross-sectional shapes on the axial performance of concrete-filled steel tube columns	36
Behaviour and design of high strength CFST columns with slender sections	35
Experimental study of the post-fire mechanical properties of Q690 high strength steel	35
Axial behaviour of concrete-filled corrugated steel tubular column embedded with structural steel	34
Anti-collapse resistance mechanisms in corner-supported modular steel buildings	34
Design criteria for beam-to-column connections equipped with friction devices	34
Structural steel design using second-order inelastic analysis with strain limits	34
Tensile and shear performance of rotary inter-module connection for modular steel buildings	34
Low-cycle fatigue properties of bimetallic steel bars after exposure to elevated temperature	33
Tests and design of built-up section columns	33
Experimental and numerical investigations of circular recycled aggregate concrete-filled stainless steel tube columns	33
Resistance of special-shaped concrete-filled steel tube columns under compression and bending	33
Experimental and numerical investigations of replaceable moment-resisting viscoelastic damper for steel frames	32
Post-fire elastic modulus of rubberized fiber-reinforced concrete-filled steel tubular stub columns: Experimental and theoretical study	32
Behaviour and design of ultra-high-strength CFST members subjected to compression and bending	31
Experimental study on beam-to-column connections with reduced beam section against progressive collapse	31
An efficient computational approach for heat source optimization in numerical simulations of arc welding processes	31
Lateral instability of steel beams in fire: Behaviour, numerical modelling and design	30
A replaceable fuse steel-concrete composite connection: Force transfer mechanism and design considerations	30
Post-fire performance of bonding interface in explosion-welded stainless-clad bimetallic steel	30
Symmetric friction dampers in beam-to-column joints for low-damage steel MRFs	30
Numerical modelling of engineered cementitious composites-concrete encased steel composite columns	30
Neural networks for predicting shear strength of CFS channels with slotted webs	29
An experimental study of steel-concrete composite connections equipped with fuse angles	29
Post-fire hysteretic and low-cycle fatigue behaviors of Q345 carbon steel	29
Application of slit link beam in eccentrically braced frames	29
Sensitivities of the seismic response and fragility estimate of a transmission tower to structural and ground motion uncertainties	29
Advances in composite beams with web openings and composite cellular beams	29
Mechanical properties of Q345 structural steel after artificial cooling from elevated temperatures	28
Reliability considerations of modern design codes for CFST columns	28
Concrete-filled steel tubes subjected to axial compression: Life-cycle based performance	28
Experimental investigation and numerical simulation on welding residual stress of innovative double-side welded rib-to-deck joints of orthotropic steel decks	28
A new self-centering brace with zero secondary stiffness using elastic buckling	28
Capacity prediction of cold-formed stainless steel tubular columns using machine learning methods	28
Experiments on dynamic mechanical properties of austenitic stainless steel S30408 and S31608	28
Experimental studies on T-stub to hollow section column connection bolted by T-head square-neck one-side bolts under tension	28
Compressive behaviour of tapered concrete-filled double skin steel tubular stub columns	28
Seismic fragility evaluation of semi-rigid frames subjected to near-field earthquakes	28
Performance-based seismic design method for retrofitting steel moment-resisting frames with self-centering energy-absorbing dual rocking core system	28

Numerical investigation of the strength and design of cold-formed steel built-up columns	27
Effects of exposure temperature on low–cycle fatigue properties of Q690 high–strength steel	27
Flexural buckling of axially loaded concrete-infilled double steel corrugated-plate walls with T-section	27
Residual stress measurement combining blind-hole drilling and digital image correlation approach	27
Post-blast performance and residual capacity of CFDST columns subjected to contact explosions	27
Effect of reinforced concrete slab on the flexural behavior of composite beam to column joints: Parameter study and evaluation formulae	27
Initial stiffness and plastic resistance of bolted stainless steel T-stubs in tension	27
Tests and modelling on cyclic behaviour of stainless-clad bimetallic steel	27
Axial compressive behaviour of CFDST stub columns with large void ratio	27
Behaviour of cold-formed steel lipped channel sections subject to eccentric axial compression	27
High strength steel square and rectangular tubular stub columns infilled with concrete	26
Proposition of an equivalent reduced thickness for composite steel plate shear walls containing an opening	26
Joints for treelike column structures based on generative design and additive manufacturing	26
The influence of inter-module connections on the effective length of columns in multi-story modular steel frames	26
Mechanical-property tests on assembled-type light steel modular house	26
Block shear failure of S275 and S690 steel angles with single-line bolted connections	26
Post-fire mechanical properties of base metal and welds of Q235 steel	26
Numerical and theoretical research on flexural behavior of steel-UHPC composite beam with waffle-slab system	26
Compressive behaviour of engineered cementitious composites and concrete encased steel composite columns	25
Improving anti-collapse performance of steel frame with RBS connection	25
Investigation of block shear strength of high strength steel bolted connections	25
Studies on T-shaped one-side bolted connection to hollow section column under bending	25
Test on residual stress distribution of welded S600E high-strength stainless steel sections	25
Effects of characteristic parameters of corrosion pits on the fatigue life of the steel wires	25
Performance of square steel-reinforced concrete-filled steel tubular columns subject to non-uniform fire	25
A novel residual stress model for welded I-sections	25
High strength steel frames with curved knee braces: Performance-based damage-control design framework	25
Experimental investigation on recycled aggregate concrete filled steel tubular stub columns under axial compression	25
Shear behaviour of novel enhanced C-channel connectors in steel-concrete-steel sandwich composite structures	25
Welding-induced stresses and distortion in high-strength steel T-joints: Numerical and experimental study	25
Axial behavior of square CFST with local corrosion simulated by artificial notch	25
Seismic performance of multistory CBFs with novel recentering energy dissipative braces	25
Numerical simulation of responses of flexible rockfall barriers under impact loading at different positions	24
Buckling analysis of an innovative type of steel-concrete composite support in tunnels	24
Fatigue assessment of steel riveted railway bridges: Full-scale tests and analytical approach	24
Creep behavior and model of high-strength steels over 500 MPa at elevated temperatures	24
Cyclic tests on hybrid buckling-restrained braces with Fe-based SMA core elements	24
ISO 834 standard fire test and mechanism analysis of square tubed-reinforced-concrete columns	24
Dynamic performance of composite beam-column connections subjected to impact loadings	24
Fatigue strength assessment of ultra-high-strength steel fillet weld joints using 4R method	24
Performance and design of partially CFRP-jacketed circular CFT column under eccentric compression	24
Seismic resilient steel substation with BI-TMDI: A theoretical model for optimal design	24
An approach to wind-induced fatigue analysis of wind turbine tubular towers	23
Experimental study on the fatigue behavior of corroded steel wire	23
Bond-slip behavior of large high-strength concrete-filled circular steel tubes with different constructions	23
Effect of inter-module connections on progressive collapse behaviour of MiC structures	23
Experimental study on bolted-cover plate corner connections for column-supported modular steel buildings	23
A review and analysis of testing and modeling practice of extended Hollo-Bolt blind bolt connections	23
Finite element modelling and design of steel plate shear wall buckling-restrained by hat-section cold-formed steel members	23
Performance of steel-reinforced circular concrete-filled steel tubular members under combined compression and torsion	23
Experimental and numerical investigations of eccentrically loaded rectangular concrete-filled double steel tubular columns	23
A precast beam-column connection using metallic damper as connector: Experiment and application	23
Fatigue life evaluation of high-strength steel wires with multiple corrosion pits based on the TCD	23
Behavior of concrete-filled square steel tubular stub columns stiffened with encased I-section CFRP profile under biaxial bending	23
Post–fire properties of stainless–clad bimetallic steel produced by explosive welding process	23
Optimisation of cold-formed steel beams for best seismic performance in bolted moment connections	23
Recent developments and fire design provisions for CFST columns and slim-floor beams	23
Mechanical properties of conventional structural steel and fire-resistant steel at elevated temperatures	22
Lateral resistance of multi-story modular buildings using tenon-connected inter-module connections	22
Probabilistic seismic performance and loss evaluation of a multi-story steel building equipped with butterfly-shaped fuses	22
Experimental and numerical assessment of welded steel beam-column connections under impact loading	22
Analysis to determine flexural buckling of cold-formed steel built-up back-to-back section columns	22
Experimental study on assembled monolithic steel-prestressed concrete composite beam in negative moment	22
Experimental and numerical analysis of preload in Extended Hollo-Bolt blind bolts	22
Behaviour and design of fixed-ended steel equal-leg angle section columns	22
The behaviour of clothoid-shaped composite dowels: Experimental and numerical investigations	22
Seismic performance of concrete-filled SHS column-to-beam connections with slip-critical blind bolts	22
Geometric dimension and imperfection measurements of box-T section columns using 3D scanning	22
Tests of cold-formed steel built-up open section members under eccentric compressive load	22
Short- and long- term loss of preloading in slotted bolted connections	22
Computational simulation of elliptical concrete-filled steel tubular short columns including new confinement model	22
Demountable steel-concrete composite beam with full-interaction and low degree of shear connection	22
Performance-based design of self-centering energy-absorbing dual rocking core system	22
Post-fire behaviour of cold-formed high strength steel tubular T- and X-joints	22
Seismic behavior of thin-walled square CFST columns with diagonal rib/circular liner stiffeners	21
Comparative analysis of code-based approaches for seismic assessment of existing steel moment resisting frames	21
Residual behaviour of welded hollow spherical joints under corrosion and de-rusting	21
A continuous dynamic constitutive model for normal- and high-strength structural steels	21
Experimental study of earthquake-resilient end-plate type prefabricated steel frame beam-column joint	21
Research on mechanical behaviour of tapered concrete-filled double skin steel tubular members with large hollow ratio subjected to bending	21

Axial-moment interaction of high strength concrete encased steel composite columns: Design recommendation	21
Built-up nested cold-formed steel compression members subject to local or distortional buckling	21
Flexural behaviour of ECC-LWC encased slender high strength steel composite beams	21
Design recommendations on longitudinally stiffened titanium-clad bimetallic steel plate girder	21
Seismic performance of stiffened concrete-filled double skin steel tubes	21
Improving the seismic performance of diagrid structures using buckling restrained braces	21
Analysis and design of axially loaded square CFST columns with diagonal ribs	21
Nonlinear seismic performance of beam-through steel frames with self-centering modular panel and replaceable hysteretic dampers	21
Behaviour of steel beam-column joints subjected to quasi-static and impact loads	21
Seismic performance analysis of corrugated-steel-plate composite shear wall based on corner failure	20
Behavior of octagonal concrete-filled double-skin steel tube stub columns under axial compression	20
Improving structural robustness of steel frame buildings by enhancing floor deck connections	20
Numerical analysis of corner-supported composite modular buildings under wind actions	20
Stress behaviors of rib-to-deck double-sided weld detail on orthotropic steel deck	20
Elevated temperature material properties of advanced high strength steel alloys	20
Earthquake-induced economic loss estimation of eccentrically braced frames through roof acceleration-based nonmodel approach	20
Axial compressive behaviour of tapered CFDST stub columns with large void ratio	20
Flexural behaviours of steel-UHPC-steel sandwich beams with J-hook connectors	20
Steel tubular friction damper and vibration reduction effects of double-layer reticulated shells	20
Experimental investigation and modelling of T-stubs undergoing large displacements	20
Material properties and residual stresses of high strength steel hexagonal hollow sections	19
Response of friction joints under different velocity rates	19
Dynamic tensile behavior of S690 high-strength structural steel at intermediate strain rates	19
Effect of surface roughness on tensile ductility of artificially corroded steel plates	19
Bolted ring flanges in offshore-wind support structures - in-situ validation of load-transfer behaviour	19
Mechanical properties of steel welds at elevated temperatures	19
Dynamic performance of retrofitted steel beam-column connections subjected to impact loadings	19
Compressive behavior of slender profiled double-skin composite walls	19
Experimental study of deconstructable bolt shear connectors subjected to cyclic loading	19
Lateral performance of a new hybrid CFS shear wall panel for mid-rise construction	19
Rapid repair of RC bridge columns with prestressed stainless-steel hoops and stainless-steel jackets	19
Seismic design and performance evaluation of low-rise steel buildings with self-centering energy-absorbing dual rocking core systems under far-field and near-fault ground motions	19
Design of square and rectangular CFST cross-sectional capacities in compression	19
Numerical modelling of CFS two-storey sheathing-braced building under shaking-table excitations	19
Design of Cold-Formed Steel Back-To-Back Connected Built-up Beams	19
Study of the seismic behavior of rigid and semi-rigid steel moment-resisting frames	19
Cyclic behavior of an energy dissipation system with steel dual-ring dampers (SDRDs)	19
Geometric imperfections and ultimate capacity analysis of a steel lattice transmission tower	18
Performance-based seismic design of full and partial self-centering steel braced frames using modified lateral force distribution	18
Structural behaviour and design of plywood sheathed cold-formed steel wall systems subjected to out of plane loading	18
Mechanical properties of high strength S690 steel welded sections through tensile tests on heat-treated coupons	18
Mechanical properties and modelling of superior high-performance steel at elevated temperatures	18
Seismic demand amplification of steel frames with SMAs induced by earthquake sequences	18
Simplified method to identify full von Mises stress-strain curve of structural metals	18
Behavior of eccentrically loaded circular CFRP-steel composite tubed steel-reinforced high-strength concrete columns	18
Cyclic performance of bolted end-plate RWS connection with vertical-slits	18
L-shaped steel-concrete composite columns under axial load: Experiment, simulations and design method	18
Experimental behaviour of stainless steel plate girders under combined bending and shear	18
Modeling the cyclic behavior of composite plate shear walls/concrete filled (C-PSW/ CF)	18
Axial slenderness limits for austenitic stainless steel-concrete composite columns	18
Reassessment of fatigue detail categories of bolts and rods according to EC 3-1-9	18
Energy dissipative beam-column connection for earthquake resistant moment frames	18
Numerical simulation of weld fracture using cohesive interface for novel inter-module connections	18
Bolted beam-to-column connection with buckling-restrained round steel bar dampers	18
Fire tests of cold-formed steel walls made of hollow section studs	17
Extremely - low cycle fatigue fracture of Q235 steel at different stress triaxialities	17
Cyclic performance for low-yield point steel plate shear walls with diagonal T-shaped-stiffener	17
A study of hybrid self-centring beam-to-beam connections equipped with shape-memory-alloy-plates and washers	17
Concept and behaviour of miniature bar-typed structural fuses with eccentricity	17
Progressive collapse risk of 2D and 3D steel-frame assemblies having shear connections	17
More efficient design of reduced beam sections (RBS) for maximum seismic performance	17
Shear behavior of perfobond connectors in the steel-concrete joints of hybrid bridges	17
Anti-progressive collapse performance analysis of composite frame with openings on beam web	17
Progressive collapse resistance of single-layer latticed domes subjected to non-uniform snow loads	17
Ultrahigh-strength steels at elevated temperatures	17
Progressive collapse resistance of 3D composite floor system subjected to internal column removal: Experiment and numerical simulation	17
Behaviour and design of high-strength Grade 12.9 bolts under combined tension and shear	17
Interaction behaviour of buckling-restrained steel plate shear wall and boundary composite frame	17
Coupled element and structural level optimisation framework for cold-formed steel frames	17
Parametric study for shear design of cold-formed channels with elongated web openings	17
Strain-rate effects on S690QL high strength steel under tensile loading	17
Seismic response of steel multi-tiered eccentrically braced frames	17
Elastic buckling analysis of steel-strip-stiffened trapezoidal corrugated steel plate shear walls	17
Study on dynamic mechanical behavior of Q460JSC and HQ600 high strength steel	17
Cyclic loading tests on welded connections of stainless-clad bimetallic steel and modelling	17
High-temperature material degradation of Q345 cold-formed steel during full-range compartment fires	17
Experimental and theoretical study on longitudinal shear behavior of steel-concrete composite beams	16
Performance of reinforced concrete-filled steel tubular (RCFST) members subjected to transverse impact loading	16
Simplified structural behaviours of post-tensioned inter-module connection for modular buildings	16
Flexural performance of square concrete-filled steel tube beams stiffened with V-shaped grooves	16
Performance and strength calculation of CFST columns with localized pitting corrosion damage	16
Experimental study on steel-reinforced concrete-filled steel tubular columns under the fire	16
Tensile behavior of stainless steel clad plates with different cladding ratios	16
Evaluation of shear lag effect in HSS-UHPC composite beams with perfobond strip connectors: Experimental and numerical studies	16
Seismic performance of semi-rigid steel frame infilled with prefabricated damping wall panels	16
Steel-UHPC-steel sandwich composite beams with novel enhanced C-channel connectors: Tests and analysis	16
Axial compressive behaviour of high-strength steel spiral-confined square concrete-filled steel tubular columns	16
Fatigue crack repair in welded structures via tungsten inert gas remelting and high frequency mechanical impact	16
Fire resistance of high-strength steel tubes infilled with ultra-high-strength concrete under compression	16
Numerical study of the seismic performance of a double-hinge steel frame joint	16
Fatigue of clothoid shaped rib shear connectors	16
Residual stresses of heat-treated and hot-dip galvanized RHS cold-formed by different methods	16
Ultimate compressive capacity of tapered concrete-filled double skin steel tubular stub columns with large hollow ratio	16
Behaviour of steel plate shear walls with different types of partially-encased H-section columns	16
Ductile behaviour of carbon steel for welded structures: Experiments and numerical simulations	16