Journal of Constructional Steel Research

Article	Citations
Testing and initial verification of the world's first metal 3D printed bridge	136
Seismic resilient steel structures: A review of research, practice, challenges and opportunities	126
Design and analysis of a seismic resilient steel moment resisting frame equipped with damage-free self-centering column bases	75
Experimental results for structural design of Wire-and-Arc Additive Manufactured stainless steel members	67
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	58
Self-centring damper with multi-energy-dissipation mechanisms: Insights and structural seismic demand perspective	56
On the influence of the geometrical irregularities in the mechanical response of Wire-and-Arc Additively Manufactured planar elements	56
Post-fire mechanical properties of Q620 high-strength steel with different cooling methods	55
Ultimate shear resistance of S600E high-strength stainless steel plate girders	51
Post-fire mechanical properties of titanium–clad bimetallic steel in different cooling approaches	51
Parametric study and simplified design equations for cold-formed steel channels with edge-stiffened holes under axial compression	50
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	49
Post-fire residual material properties of cold-formed steel elliptical hollow sections	45
Elevated temperature mechanical properties of cold-rolled steel sheets and cold-formed steel sections	45
Uniformly bent CFS lipped channel beams experiencing local-distortional interaction: Experimental investigation	45
Exploration of the multidirectional stability and response of prefabricated volumetric modular steel structures	43
Compressive strength of axially loaded circular concrete-filled double-skin steel tubular short columns	42
Statistical analysis of the material, geometrical and imperfection characteristics of structural stainless steels and members	42
UHPC-based strengthening technique for orthotropic steel decks with significant fatigue cracking issues	41
Experimental study on multi-bolt shear connectors of prefabricated steel-concrete composite beams	40
Numerical assessment of lateral distortional buckling in steel-concrete composite beams	40
Compressive behaviour and design of CFDST cross-sections with stainless steel outer tubes	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	39
Application of machine learning models for designing CFCFST columns	39
Superior low-cycle fatigue performance of iron-based SMA for seismic damping application	38
Experimental study of the post-fire mechanical properties of Q690 high strength steel	37
The effects of cross-sectional shapes on the axial performance of concrete-filled steel tube columns	36
Performance-based-plastic-design of damage-control steel MRFs equipped with self-centring energy dissipation bays	36
Design criteria for beam-to-column connections equipped with friction devices	36
Tests and design of built-up section columns	35
Tensile and shear performance of rotary inter-module connection for modular steel buildings	35
Structural steel design using second-order inelastic analysis with strain limits	34
Anti-collapse resistance mechanisms in corner-supported modular steel buildings	34
Axial behaviour of concrete-filled corrugated steel tubular column embedded with structural steel	34
Low-cycle fatigue properties of bimetallic steel bars after exposure to elevated temperature	34
Behaviour and design of high strength CFST columns with slender sections	34
Experimental and numerical investigations of circular recycled aggregate concrete-filled stainless steel tube columns	34
An efficient computational approach for heat source optimization in numerical simulations of arc welding processes	33
Symmetric friction dampers in beam-to-column joints for low-damage steel MRFs	33
Behaviour and design of ultra-high-strength CFST members subjected to compression and bending	33
Post-fire elastic modulus of rubberized fiber-reinforced concrete-filled steel tubular stub columns: Experimental and theoretical study	33
Resistance of special-shaped concrete-filled steel tube columns under compression and bending	33
Experimental study on beam-to-column connections with reduced beam section against progressive collapse	32
Experimental and numerical investigations of replaceable moment-resisting viscoelastic damper for steel frames	32
Post-fire performance of bonding interface in explosion-welded stainless-clad bimetallic steel	31
Initial stiffness and plastic resistance of bolted stainless steel T-stubs in tension	30
A replaceable fuse steel-concrete composite connection: Force transfer mechanism and design considerations	30
Lateral instability of steel beams in fire: Behaviour, numerical modelling and design	30
Application of slit link beam in eccentrically braced frames	30
Advances in composite beams with web openings and composite cellular beams	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	30
Capacity prediction of cold-formed stainless steel tubular columns using machine learning methods	29
Experiments on dynamic mechanical properties of austenitic stainless steel S30408 and S31608	29
Post-fire hysteretic and low-cycle fatigue behaviors of Q345 carbon steel	29
An experimental study of steel-concrete composite connections equipped with fuse angles	29
Experimental studies on T-stub to hollow section column connection bolted by T-head square-neck one-side bolts under tension	29
Behaviour of cold-formed steel lipped channel sections subject to eccentric axial compression	29
A new self-centering brace with zero secondary stiffness using elastic buckling	29
Experimental investigation and numerical simulation on welding residual stress of innovative double-side welded rib-to-deck joints of orthotropic steel decks	29
Sensitivities of the seismic response and fragility estimate of a transmission tower to structural and ground motion uncertainties	29
Mechanical properties of Q345 structural steel after artificial cooling from elevated temperatures	28
Concrete-filled steel tubes subjected to axial compression: Life-cycle based performance	28
Effects of exposure temperature on low–cycle fatigue properties of Q690 high–strength steel	28
Numerical investigation of the strength and design of cold-formed steel built-up columns	28
Performance-based seismic design method for retrofitting steel moment-resisting frames with self-centering energy-absorbing dual rocking core system	28
Post-fire mechanical properties of base metal and welds of Q235 steel	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
Post-blast performance and residual capacity of CFDST columns subjected to contact explosions	28
High strength steel square and rectangular tubular stub columns infilled with concrete	27

A novel residual stress model for welded I-sections	27
Studies on T-shaped one-side bolted connection to hollow section column under bending	27
Effect of reinforced concrete slab on the flexural behavior of composite beam to column joints: Parameter study and evaluation formulae	27
Reliability considerations of modern design codes for CFST columns	27
Welding-induced stresses and distortion in high-strength steel T-joints: Numerical and experimental study	27
Axial compressive behaviour of CFDST stub columns with large void ratio	27
The influence of inter-module connections on the effective length of columns in multi-story modular steel frames	27
Residual stress measurement combining blind-hole drilling and digital image correlation approach	27
Joints for treelike column structures based on generative design and additive manufacturing	27
Block shear failure of S275 and S690 steel angles with single-line bolted connections	26
Experimental investigation on recycled aggregate concrete filled steel tubular stub columns under axial compression	26
Axial behavior of square CFST with local corrosion simulated by artificial notch	26
Mechanical-property tests on assembled-type light steel modular house	26
Recent developments and fire design provisions for CFST columns and slim-floor beams	26
Proposition of an equivalent reduced thickness for composite steel plate shear walls containing an opening	26
Numerical and theoretical research on flexural behavior of steel-UHPC composite beam with waffle-slab system	26
Effects of characteristic parameters of corrosion pits on the fatigue life of the steel wires	26
Seismic performance of stiffened concrete-filled double skin steel tubes	25
Creep behavior and model of high-strength steels over 500 MPa at elevated temperatures	25
High strength steel frames with curved knee braces: Performance-based damage-control design framework	25
ISO 834 standard fire test and mechanism analysis of square tubed-reinforced-concrete columns	25
Fatigue strength assessment of ultra-high-strength steel fillet weld joints using 4R method	25
Seismic performance of multistory CBFs with novel recentering energy dissipative braces	25
Bond-slip behavior of large high-strength concrete-filled circular steel tubes with different constructions	25
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
Test on residual stress distribution of welded S600E high-strength stainless steel sections	25
Buckling analysis of an innovative type of steel-concrete composite support in tunnels	25
Numerical simulation of responses of flexible rockfall barriers under impact loading at different positions	24
Dynamic performance of composite beam-column connections subjected to impact loadings	24
Experimental study on bolted-cover plate corner connections for column-supported modular steel buildings	24
Cyclic tests on hybrid buckling-restrained braces with Fe-based SMA core elements	24
Post–fire properties of stainless–clad bimetallic steel produced by explosive welding process	24
Fatigue assessment of steel riveted railway bridges: Full-scale tests and analytical approach	24
A precast beam-column connection using metallic damper as connector: Experiment and application	24
Short- and long- term loss of preloading in slotted bolted connections	24
Seismic resilient steel substation with BI-TMDI: A theoretical model for optimal design	24
Tests of cold-formed steel built-up open section members under eccentric compressive load	24
A review and analysis of testing and modeling practice of extended Hollo-Bolt blind bolt connections	23
Analysis and design of axially loaded square CFST columns with diagonal ribs	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
Geometric dimension and imperfection measurements of box-T section columns using 3D scanning	23
Optimisation of cold-formed steel beams for best seismic performance in bolted moment connections	23
Fatigue life evaluation of high-strength steel wires with multiple corrosion pits based on the TCD	23
Lateral resistance of multi-story modular buildings using tenon-connected inter-module connections	23
Experimental study on the fatigue behavior of corroded steel wire	23
Probabilistic seismic performance and loss evaluation of a multi-story steel building equipped with butterfly-shaped fuses	23
Experimental and numerical investigations of eccentrically loaded rectangular concrete-filled double steel tubular columns	23
Post-fire behaviour of cold-formed high strength steel tubular T- and X-joints	23
Mechanical properties of conventional structural steel and fire-resistant steel at elevated temperatures	23
Behavior of concrete-filled square steel tubular stub columns stiffened with encased I-section CFRP profile under biaxial bending	23
Behaviour and design of fixed-ended steel equal-leg angle section columns	23
Residual behaviour of welded hollow spherical joints under corrosion and de-rusting	23
Performance-based design of self-centering energy-absorbing dual rocking core system	23
Effect of inter-module connections on progressive collapse behaviour of MiC structures	23
Seismic behavior of thin-walled square CFST columns with diagonal rib/circular liner stiffeners	22
Improving structural robustness of steel frame buildings by enhancing floor deck connections	22
Demountable steel-concrete composite beam with full-interaction and low degree of shear connection	22
Experimental and numerical analysis of preload in Extended Hollo-Bolt blind bolts	22
The behaviour of clothoid-shaped composite dowels: Experimental and numerical investigations	22
Experimental and numerical assessment of welded steel beam-column connections under impact loading	22
Experimental study on assembled monolithic steel-prestressed concrete composite beam in negative moment	22
Computational simulation of elliptical concrete-filled steel tubular short columns including new confinement model	22
Seismic performance of concrete-filled SHS column-to-beam connections with slip-critical blind bolts	22
A continuous dynamic constitutive model for normal- and high-strength structural steels	22
Design recommendations on longitudinally stiffened titanium-clad bimetallic steel plate girder	21
Axial-moment interaction of high strength concrete encased steel composite columns: Design recommendation	21
Behavior of octagonal concrete-filled double-skin steel tube stub columns under axial compression	21
Earthquake-induced economic loss estimation of eccentrically braced frames through roof acceleration-based nonmodel approach	21
Experimental investigation and modelling of T-stubs undergoing large displacements	21
Research on mechanical behaviour of tapered concrete-filled double skin steel tubular members with large hollow ratio subjected to bending	21
Built-up nested cold-formed steel compression members subject to local or distortional buckling	21
Elevated temperature material properties of advanced high strength steel alloys	21
Flexural behaviour of ECC-LWC encased slender high strength steel composite beams	21
Behaviour of steel beam-column joints subjected to quasi-static and impact loads	21
Axial compressive behaviour of tapered CFDST stub columns with large void ratio	21
Comparative analysis of code-based approaches for seismic assessment of existing steel moment resisting frames	21
Steel tubular friction damper and vibration reduction effects of double-layer reticulated shells	21

Nonlinear seismic performance of beam-through steel frames with self-centering modular panel and replaceable hysteretic dampers	21
Dynamic tensile behavior of S690 high-strength structural steel at intermediate strain rates	20
Seismic performance analysis of corrugated-steel-plate composite shear wall based on corner failure	20
Stress behaviors of rib-to-deck double-sided weld detail on orthotropic steel deck	20
Design of Cold-Formed Steel Back-To-Back Connected Built-up Beams	20
Simplified method to identify full von Mises stress-strain curve of structural metals	20
Flexural behaviours of steel-UHPC-steel sandwich beams with J-hook connectors	20
Bolted ring flanges in offshore-wind support structures - in-situ validation of load-transfer behaviour	20
Seismic demand amplification of steel frames with SMAs induced by earthquake sequences	20
Numerical analysis of corner-supported composite modular buildings under wind actions	20
Reassessment of fatigue detail categories of bolts and rods according to EC 3-1-9	20
Effect of surface roughness on tensile ductility of artificially corroded steel plates	20
Study of the seismic behavior of rigid and semi-rigid steel moment-resisting frames	20
Study on dynamic mechanical behavior of Q460JSC and HQ600 high strength steel	19
Cyclic behavior of an energy dissipation system with steel dual-ring dampers (SDRDs)	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
Characterization of robotized CMT-WAAM carbon steel	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
Mechanical properties of steel welds at elevated temperatures	19
Dynamic performance of retrofitted steel beam-column connections subjected to impact loadings	19
Material properties and residual stresses of high strength steel hexagonal hollow sections	19
Design of square and rectangular CFST cross-sectional capacities in compression	19
Compressive behavior of slender profiled double-skin composite walls	19
Performance and strength calculation of CFST columns with localized pitting corrosion damage	19
L-shaped steel-concrete composite columns under axial load: Experiment, simulations and design method	19
Rapid repair of RC bridge columns with prestressed stainless-steel hoops and stainless-steel jackets	19
Response of friction joints under different velocity rates	19
Investigation of the tensile strain response of the girth weld of high-strength steel pipeline	19
Numerical modelling of CFS two-storey sheathing-braced building under shaking-table excitations	19
Mechanical properties and modelling of superior high-performance steel at elevated temperatures	19
Bolted beam-to-column connection with buckling-restrained round steel bar dampers	19
Geometric imperfections and ultimate capacity analysis of a steel lattice transmission tower	18
Seismic response of steel multi-tiered eccentrically braced frames	18
Hysteretic behavior of CFST column-steel beam bolted joints with external reinforcing diaphragm	18
Elastic buckling analysis of steel-strip-stiffened trapezoidal corrugated steel plate shear walls	18
Numerical simulation of weld fracture using cohesive interface for novel inter-module connections	18
Experimental and theoretical study on longitudinal shear behavior of steel-concrete composite beams	18
Modeling the cyclic behavior of composite plate shear walls/concrete filled (C-PSW/ CF)	18
Shear behavior of perfobond connectors in the steel-concrete joints of hybrid bridges	18
Cyclic performance for low-yield point steel plate shear walls with diagonal T-shaped-stiffener	18
Cyclic performance of bolted end-plate RWS connection with vertical-slits	18
Experimental study on steel-reinforced concrete-filled steel tubular columns under the fire	18
Cyclic loading tests on welded connections of stainless-clad bimetallic steel and modelling	18
Interaction behaviour of buckling-restrained steel plate shear wall and boundary composite frame	18
Behavior of eccentrically loaded circular CFRP-steel composite tubed steel-reinforced high-strength concrete columns	18
Performance-based seismic design of full and partial self-centering steel braced frames using modified lateral force distribution	18
Energy dissipative beam-column connection for earthquake resistant moment frames	18
Axial compressive behaviour of high-strength steel spiral-confined square concrete-filled steel tubular columns	18
Research on the specially-shaped corrugated steel plate shear walls with horizontal corrugation	18
More efficient design of reduced beam sections (RBS) for maximum seismic performance	18
Residual stresses of heat-treated and hot-dip galvanized RHS cold-formed by different methods	17
Experimental study on collapse behaviour of truss string structures under cable rupture	17
Strain-rate effects on S690QL high strength steel under tensile loading	17
Cyclic behavior of shear-type hysteretic dampers with different cross-sectional shapes	17
Ultrahigh-strength steels at elevated temperatures	17
Size effect prediction on axial compression strength of circular CFST columns	17
Behaviour and design of high-strength Grade 12.9 bolts under combined tension and shear	17
Progressive collapse risk of 2D and 3D steel-frame assemblies having shear connections	17
Coupled element and structural level optimisation framework for cold-formed steel frames	17
Fire tests of cold-formed steel walls made of hollow section studs	17
Parametric study for shear design of cold-formed channels with elongated web openings	17
Buckling of welded high-strength steel I-beams	17
Progressive collapse resistance of single-layer latticed domes subjected to non-uniform snow loads	17
Fatigue crack repair in welded structures via tungsten inert gas remelting and high frequency mechanical impact	17
Tensile behavior of stainless steel clad plates with different cladding ratios	17
Simplified structural behaviours of post-tensioned inter-module connection for modular buildings	17
High-temperature material degradation of Q345 cold-formed steel during full-range compartment fires	17
Anti-progressive collapse performance analysis of composite frame with openings on beam web	17
Cyclic behaviour of a novel torsional steel-tube damper	17
Extremely - low cycle fatigue fracture of Q235 steel at different stress triaxialities	17
A study of hybrid self-centring beam-to-beam connections equipped with shape-memory-alloy-plates and washers	17
Progressive collapse resistance of 3D composite floor system subjected to internal column removal: Experiment and numerical simulation	17
Performance of reinforced concrete-filled steel tubular (RCFST) members subjected to transverse impact loading	17
Evaluation of shear lag effect in HSS-UHPC composite beams with perfobond strip connectors: Experimental and numerical studies	16
Fatigue of clothoid shaped rib shear connectors	16
Flexural-torsional buckling strength of thin-walled channel sections with warping restraint	16
Evaluation on out-of-plane shear stiffness and ultimate capacity of perfobond connector	16
Flexural buckling of stainless steel CHS columns: Reliability analysis utilizing FEM simulations	16
Compressive behaviours of steel-UHPC-steel sandwich composite walls using novel EC connectors	16
Parametric study of innovative bolted shear connectors using 3D finite element modelling	16
Developments of steel-concrete-steel sandwich composite structures with novel EC connectors: Members	16
Seismic performance of semi-rigid steel frame infilled with prefabricated damping wall panels	16
Surface topography and stress concentration analysis for corroded high strength steel plate	16
Steel-UHPC-steel sandwich composite beams with novel enhanced C-channel connectors: Tests and analysis	16
Ductile behaviour of carbon steel for welded structures: Experiments and numerical simulations	16
Effect of welding residual stress on the performance of CFST tubular joints	16
Weld structure of low-carbon structural steel formed by ultrasonic-assisted laser welding	16
Cyclic behaviour and hysteretic model of austenitic stainless steel bolted T-stubs	16
Numerical study of the seismic performance of a double-hinge steel frame joint	16
Seismic performance of square concrete-filled steel tubular columns with diagonal binding ribs	16
Experimental study of through diaphragm bolted joint between H-beam to CFST column	16
Fire resistance of high-strength steel tubes infilled with ultra-high-strength concrete under compression	16
Behaviour of steel plate shear walls with different types of partially-encased H-section columns	16
A comparative study on mechanical and environmental performance of concrete-filled steel tubes using molybdenum tailing aggregate	16