Journal of Constructional Steel Research

Papers
(The median citation count of Journal of Constructional Steel Research is 5. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2021-09-01 to 2025-09-01.)
ArticleCitations
Experimental seismic behaviors of different connections to CFST end-columns in shear walls234
Ultimate strength assessment of randomly pitted stiffened panels considering stiffener corrosion91
Tensile properties of welded joints with delayed hydride crack87
Impact of member interaction on static mechanical performance of steel-aluminum composite gusset joints80
Axial compression behavior of stainless steel tube-UHPC‑carbon steel tube stub column75
Maximum temperature of steel bridges due to multiple under-bridge fire sources64
Catenary effect of multi-story steel moment frame under asymmetric horizontal constraint62
Lateral-distortional buckling of steel-concrete composite beams: Kinematics, constrained-mode GBT and analytical formulae62
Buckling and fracture behavior of cold formed carbon/stainless steel tubular braces under far field and near fault loadings55
Editorial Board55
Editorial Board55
Numerical and experimental study of the BUEEP connection using an inner box54
Mixed-mode fatigue crack growth analysis of I-shaped steel girders with trapezoidal corrugated-webs52
Assessment of the dynamic structural behaviour of storage steel tanks51
Fracture modelling of A4–80 stainless steel bolts in different bolted connection components50
Progressive collapse resistance prediction of truss string structures under key chord failure49
Size and training effects on the mechanical properties and hysteretic modelling of superelastic SMA plates49
Seismic behavior of steel-sheathed cold-formed steel shear walls with reinforced end columns48
Development of a corrugated web shear link for steel moment-resisting frames48
Interaction and compatibility between steel and concrete of circular CFST stub columns with high-strength materials48
Theoretical and experimental study on axial compression concrete-filled tubes with different confinements47
Numerical and databased investigations on the fatigue of cruciform joints with gaps47
Behaviour and design of double-coped steel beams under combined bending, shear and axial force47
Experimental and analytical investigations of steel shear buckling-inhibited energy dissipation devices47
Compressive stiffness of L-stubs in contact with rigid and flexible foundations47
Wind design considerations for base-isolated post-disaster steel buildings in moderate seismic regions46
Static performance of welded hollow sphere joints with trapezoidal ribs under both axial compression and bending moment46
Dynamic response and damage mechanism of parallel wire cables under contact explosion45
Trussed square concrete-filled steel tubular hybrid structures subjected to axial compression45
Sidesway collapse capacity of the bottom-story-stiffness-irregular moment-resisting frames45
Effects of high-temperature cooling and ultralow cyclic loading on mechanical behavior of Q450 weathering steel44
Ultra-low cycle fatigue performance of grid structure with bolted spherical joints44
Seismic performance of composite jacket-confined square high-strength concrete-filled steel tube columns43
Out-of-plane behaviour of imperfect beam-column with sinusoidally corrugated web43
Modular corrugated steel plate shear wall: The relationship of matching with boundary column in terms of stiffness and strength43
Paradigm update in the design of long-span railway-crossing bridges41
Post-fire mechanical properties of low-alloyed YSt-355-FR (126 % Mo) fire-resistant steel41
Influence of lumped mass and rotary inertia on seismic isolated post equipment39
Analysis of SCF parameters in two planar joints in offshore wind turbine support structures38
Experimental and numerical studies on hysteresis performance of U-shaped SMA-steel plates damper38
Conditional generative adversarial network for welding deformation field prediction of butt-welded plates38
Development of an innovative module-to-core wall connection for steel-framed modular high-rise buildings37
Seismic demand amplification of steel frames with SMAs induced by earthquake sequences37
Threshold stiffness of lateral bracing in systems of parallel compression members37
Mechanical performance and design method of two-side-connected SPSW reinforced on free edges36
Mechanical properties and shape-control abilities of a cable dome under asymmetrical loads36
Collapse testing of steel-concrete composite floor systems under an exterior-column-removal scenario36
Global stability design of grid cylindrical-lattice shells under combined axial compression and bending moment36
High-temperature mechanical properties and failure modes of UHSS wire for cable-supported bridge36
Parametric study of 3D steel moment connections with built-up box column subjected to biaxial cyclic loads35
Critical temperatures of concrete-filled steel tubular columns for early-warning of fire-induced failure35
Cyclic behavior of sandwich steel plate shear wall with embedded corrugated plate35
Intelligent optimization method for complex steel structures based on internal force state35
Axial compression behaviour of circular concrete-filled double-skin steel tubular columns with bolted shear studs: Numerical investigation and design35
Shear performance of partially encased composite beams with high-strength steel and UHPC35
Experimental and numerical investigation of fire resistance of G550 galvanized steel-concrete slabs35
Development of an innovative ring spring-based self-centering friction damper35
Fatigue behaviour of load-carrying fillet-welded cruciform joints of austenitic stainless steel34
Flexural behaviour of rectangular double-opening concrete filled sandwich steel tube (DCFSST) beams34
Flexural behavior of externally prestressed continuous steel-concrete composite beams34
A unified structural strain method for high- and low-cycle fatigue of welded cruciform joints made from various base metals34
Behavior of T-stub steel connections bolted to rigid bases34
Recommendations for Implementing Circular Economy in Construction: Direct Reuse of Steel Structures33
Progressive collapse of steel structures exposed to fire: A critical review33
Performance-based optimum seismic design of cable tray system33
Seismic performance of a joint with replaceable flange-opening beam segment32
Seismic performance of a double-hinge steel frame joint with replaceable T-shape energy dissipator32
Experimental research on the fatigue crack growth behaviour of Q420C32
Post-fire behaviour of cold-formed high strength steel tubular T- and X-joints31
Compressive axial load performance of GFRP–confined recycled aggregate concrete–filled steel tube stub columns31
Editorial Board30
Editorial Board30
Post-fire mechanical properties of titanium–clad bimetallic steel in different cooling approaches30
Shear behavior of I-section steel with circular web opening and novel reinforcement30
Calibration and application of damage and rate-dependent constitutive model for SPCE steel30
Structural optimization of closed built-up cold-formed steel columns30
Overturning effects on seismic performance of the hybrid friction-based seismic isolation system30
Influence of composite floor slab on seismic performance of steel plate shear walls30
Cyclic experiments on screwed connections for corrugated steel sheathed CFS shear walls29
Direct displacement-based design method of seismic resilient multiple-rocking-column steel frame29
Seismic optimization design of buckling-restrained braced frames for uniform damage criterion29
Refinement of unified design formula for CFST stub columns under axial compression29
Effect of curing temperature on bonding fatigue performance of CFRP-steel interface29
Comprehensive study on corrosion induced structural deterioration of steel bars in reinforced concrete beams29
Progressive collapse performance of beam-column joint with WUF-B-RW connection after high temperature29
Horizontal self-centering structural system in steel structures diaphragms29
Experimental and theoretical investigation of the high-cycle fatigue failure mechanism of M24 high-strength bolts29
Effect of geometry on flexural behavior of optimal designed web-expanded beams29
Experimental and numerical study of prefabricated steel frame with integrated wall panels28
Experimental analysis of beam-to-column connection with partially encased concrete column with varying inertia axis28
Numerical simulation with an improved ductile fracture model for steel connections considering effect of element size28
Seismic behavior of connections between H-beams and L-shaped column composed of concrete-filled steel tube mono-columns connected by double vertical plates28
Compression-bending-torsion bearing performance of CFST jacket foundation for offshore wind turbines28
Experimental cyclic behaviour and constitutive modelling of A380 cast aluminium alloy28
Experimental and numerical study on the degradation law of mechanical properties of stress-corrosion steel wire for bridge cables28
Fatigue evaluation and structural optimization of rib-to-diaphragm connection in orthotropic steel decks28
Bending performance of bolted beam-column joints with T-stubs27
Hysteresis performance of steel fiber-reinforced high-strength concrete-filled steel tube columns27
Development of large-scale SMA angles: Experiment, simulation and discussion27
Performance-based-plastic-design of damage-control steel MRFs equipped with self-centring energy dissipation bays27
Numerical study on the anti-impact performance of novel concrete-filled steel tubular joint with corrugated web and cover plates27
Development and validation of a model to calculate full-range response of bolted angle cleats in bending27
Cyclic performance of prefabricated buckling-restrained steel plate shear wall with two-side connections27
Numerical research on dynamic behavior of CFRP-strengthened steel tubular Y-joints under blast27
Experimental investigation on post-high temperature mechanical properties of aluminum‑lithium alloy 219527
Analysis of behavioral characteristics according to the fixing condition of pallet rack26
Buckling-restrained brace with multiple steel bar cores using SHS outer tube26
Comparison of seismic resilience of steel frame structure equipped with double-stage and conventional buckling-restrained braces26
Numerical simulation and theoretical analysis of composite wall with built-in steel plate26
Axial compression performance of high-temperature-exposed concrete-filled steel tubular columns repaired with carbon fiber reinforced polymer26
Triple-actuator apparatus for strength experiments of cold-formed steel members in combined loadings26
Experimental-numerical assessment of laterally-loaded CFS frames with steel sheathing and K-shaped braces26
Experimental, numerical and theoretical study on the steel-grid-shear-wall connected to frame-beams only26
Mechanical characteristics of flange joints for corrugated steel plate: Experiment and simulation26
Cyclic behavior of T-stub connection to hollow section steel column using TSOBs26
Finite element analysis of locally strengthened stainless-steel tube under lateral impact loading26
Improved seismic resilience of existing steel moment frame by built-in continuous columns26
Analysis of vibration reduction performance for the novel tension-only vibration reduction device26
Out-of-plane flexural behavior of assembled composite shear wall26
Investigation into the nonuniform temperature effect of a large-span stainless steel roof system under solar radiation26
Comparing traditional and suction piles in steel design of wind turbine structures25
Reliability assessment of connections with slip-critical bolts and fillet welds in combination25
I-section stainless steel portal frames: Loading tests and numerical modelling25
Interfacial bond strength of SCFST composite columns after freeze-thaw cycles25
Fatigue performance of rib-to-deck joints in orthotropic steel deck with PWHT25
Experimental study on seismic performance of prefabricated fully-bolted exterior diaphragm joint25
Elevated temperature properties of steel butt weldments25
Design of pin connections between steel members25
Compressive behavior of double-skin composite walls considering local buckling and post-buckling effect25
Experimental and analytical performance of replaceable shear fuse connections for heavy beams25
Symmetric friction dampers in beam-to-column joints for low-damage steel MRFs25
Effect of loading sequence on the ultra-low-cycle fatigue performance of all-steel BRBs24
Prediction of load-deformation relations for CFDST columns through machine learning methods24
Experimental study on CFRP reinforcement and static performance of CHS KT-joints24
Static performance of multi-planar CFST chord-CHS brace KK joints24
Seismic behaviour and modelling of reinforced concrete-filled galvanized corrugated steel tubes24
Seismic behavior of precast CFST double-column piers with various connection types24
Full-range behaviour of T-stubs with various yield line patterns24
Experimental and numerical exploration for the design of swift-constructed demountable blind bolts24
Out-of-flatness of steel plate girder webs, part I: Tolerance review and measurements24
Seismic behavior of lightweight steel frame with thin-walled steel skeleton-lightweight concrete wall24
Editorial Board23
Seismic performance and collapse assessment of a steel boundary frame with non-gapping beam-to-column rocking connections with buckling-restrained brace structural fuses23
Research on the specially-shaped corrugated steel plate shear walls with horizontal corrugation23
Axial compression behaviour of circular and square UHPC-filled stainless steel tube columns23
Strength model for softened heat-affected zone of S700 butt-welded connections23
Stress-strain models and numerical simulations of high-strength steel Q690E and Q960E at low temperatures23
Moment gradient factor for steel I-beams with sinusoidal web openings23
Flexural performance of CFDST beams using recycled aggregate concrete23
Experimental and numerical study on the behavior of novel multi-segment replaceable steel shear links23
Experimental investigation on recycled aggregate concrete filled steel tubular stub columns under axial compression23
Efficient geometric nonlinear elastic analysis for design of steel structures: Benchmark studies23
Theoretical studies on CFT-column frame SPSW/BRSPSW linked by partial welded connection forms23
Post-fire constitutive model on explosively welded stainless-clad bimetallic steel after cold-forming process23
Numerical investigation on seismic resilient steel beam-to-column connections with replaceable buckling-restrained fuses23
Local buckling and axial compressive behavior of stainless-clad bimetallic steel-plate composite walls23
Local buckling behaviour of composite shear wall under axial and shear loading23
Design optimisation for cold rolled steel beam sections with web and flange stiffeners22
Intermediate-point bracing for columns: New stiffness–buckling load formulae22
Elastoplastic analysis of shear resistance of special-shaped concrete-filled steel tubular connection22
Stainless steel I-section beams subjected to combined torsion and bending: Experimental results22
Simplified seismic design procedure for steel MRF structure with nonlinear viscous dampers22
Editorial Board22
Topology optimisation of double-layer grid structures with stability constraints22
Numerical analysis of bolt-fastened wedge-BFW-joints under eccentric loading22
Fire resistance and design assessment of Q355 circular hollow section joints22
Seismic response and theoretical analysis of grain bulk material-steel silo structure under earthquake action22
Characterization of dynamic mechanical properties of LY100, LY160 low-yield-point steels22
Experimental and numerical investigation of axial compressive strength of unstiffened slender tapered-webs22
Compact and slender box concrete-filled stainless steel tubes under compression, bending, and combined loading22
Research on factors affecting competitive failure between loosening and fatigue of bolt under combined excitation22
Experimental investigation of cold-formed stainless steel tubular T-joints with loaded chord22
Flexural behavior of prefabricated high-strength steel-concrete composite beams with steel block connectors21
Generalizing AISC360–22's high-strength CFT member design equations for economical and safety-enhanced design21
Seismic retrofitting of SMRFs using varied yielding cross-section damper: A companion paper21
Restoring force model of end-plate bolted shear links in eccentrically braced frames21
Brittle fracture estimation at ends of groove welded joints under cyclic loading21
Experimental study on seismic performance of variable cross section replaceable link21
Stainless-steel square hollow tubes subjected to low-temperature eccentric compression loads21
Flexural behavior of steel-UHPC composite beams with different connectors in negative moment21
Hysteretic behaviour of square-hollow-section T- and X-joints with in-plane bending moment21
Intelligent prediction method for the collapse time of steel frame structures under fire21
Loading test of full-scale composite plate girder with partial encasing21
Influence of resin asphalt pavement on stress behaviors of double-side welded rib-to-deck joints in orthotropic steel decks21
Building retrofit with reduced web (RWS) and beam (RBS) section limited-ductility connections21
Axial load ratio effect on wide-flange columns subjected to far field detonations21
Seismic performance of SMA-prestressed self-centering beam-column joints: Experimental and numerical study21
Experimental and numerical study of a novel cold-formed steel T-Stub connection subjected to tension force21
Eccentric compression behaviour and assessment of CFET short columns offering spherical-cap gaps21
Hysteretic behavior of cold-formed steel reinforced concrete shear walls with steel meshes20
A new orthotropic steel deck system incorporating two novel structural details20
Testing, FE modelling and design of pin-ended stainless steel equal-leg angle section columns and beam–columns20
Local buckling of hot-rolled stainless steel channel section stub columns after exposure to fire20
Impact resistance of bridge columns with energy-absorbing crash dampers under vehicle collisions20
Mechanical behavior of a novel compact steel-UHPC joint for hybrid girder bridges: Experimental and numerical investigation20
A component-based macro-mechanical model for inter-module connections in steel volumetric buildings20
Effects of exposure temperature on low–cycle fatigue properties of Q690 high–strength steel20
Fracture investigation of different welded steel beam-column connections under three-point bending test20
Experimental study on seismic performance of replaceable shear links with low-yield-point steel20
Strength design of T-shaped stainless steel core plate wall under axial compression20
Study on fracture properties of duplex stainless steel and its weld based on micromechanical models20
Bolt-free post-tensioned connection for steel-framed modular buildings and design for optimal preloading20
New design shear method for the bolted CFS connector in a CFS beam-to-column connection20
Experimental investigation of lateral resistance of CFS walls with rigid diagonal bracings20
Behaviour and design of stainless steel-concrete composite beam-to-column joints20
Experimental study and mechanical properties of prefabricated beam-column joint with L-shaped stiffeners20
High-cycle rotating-bending fatigue performance of S690QL welded joints20
Experimental investigation of global-distortional interaction buckling of stainless steel C-beams20
Quantification of seismic performance factors of beam-through steel frames with self-centering modular panel and replaceable hysteretic dampers19
Behaviour of tapered CFDST columns with large hollow ratio under combined loads19
Effects of corrosion and pre-fatigue damage on the mechanical properties of HRB400E rebars19
Fracture behavior analysis of X80 pipelines welded joints with unequal wall thickness19
Post-earthquake fire resistance of bolted end-plate connection joint with end-plate and web stiffeners19
Strain-controlled torsional fatigue and fracture of EQ56 high-strength steel19
Experimental study on a highly efficient shear transfer system for square CFST19
Load-transfer mechanism of distribution beams in giant rectangular concrete-filled steel tubular columns19
Design of cold-formed high strength steel rectangular hollow section T-joints under post-fire conditions19
Advanced line-finite-element for lateral-torsional buckling of beams with torsion and warping restraints19
Editorial Board19
Effects of cyclic loading and high-temperature cooling on mechanical properties of Q450 weathering steel19
Fatigue performance of Q345 structural steel after natural cooling from elevated temperatures19
Experimental study on steel-reinforced concrete-filled steel tubular columns under the fire19
A simplified method for the dynamic analysis of structures under column loss19
High strain rate experiments and constitutive model for Q390D steel19
BIM-based intelligent optimization of complex steel joints using SVM and NSGA-II19
A machine learning-based force-finding method for suspend dome structures and case study19
Improving the mechanical characteristics of semi-rigid saddle connections19
Experimental and numerical study of X-type energy dissipation device under impact loads19
Cyclic behavior of a replaceable LYP steel link with corrugated web: Parametrical analyses and design recommendations19
The capacities of unstiffened T-stubs with thin plates and large bolts19
Editorial Board19
Large displacement model for the nonlinear behaviour of the face plate component19
Simplified methods to predict the robustness of steel parking-structure joints19
Compressive performance of an innovative tall pier with composite box section19
Seismic and resilient assessment on moment resisting frames with novel self-centering viscous dampers19
Flexural behavior of circular section concrete-filled steel tubes with embedded latticed angles18
Seismic performance of a novel steel-concrete composite beam-column joint18
Axial compressive behavior of twining-bamboo-confined thin-walled steel tubular columns18
Structural behaviour of a novel demountable interlocking shear connection: Test, modelling and design18
Testing and design on local-biaxial flexural interactive buckling behavior of high strength steel welded box beam-columns subjected to biaxial bending18
Fatigue crack growth under overload/underload in different strength structural steels18
Experimental research on fatigue performance of butt welds of corroded Q690 high strength steel18
Fire resistance of steel-concrete cellular composite beams having different end restraints18
Stability bearing capacity of equal-leg angle steel columns with end connection joints18
Impact of unique practice in concentrically braced frames on their seismic performance18
Seismic performance of resilient beam-column connection using replaceable stiffener angle steel18
Behavior of encased steel-high strength concrete columns against axial and cyclic loading18
Damage modes and mechanism of steel-concrete composite bridge slabs under contact explosion18
Experimental and numerical investigations on concrete-filled double-tubular slender columns under axial and eccentric loading18
Structural behavior of steel-concrete-steel sandwich slender and deep beams considering different connectors18
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