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 2021-11-01 to 2025-11-01.)
ArticleCitations
Numerical simulation method and dent-model of circular steel tubes under low-speed impact252
Anti-collapse performance of beam-column substructure with angle cleat connection at elevated temperatures102
Experimental and numerical studies on stress concentration factors of CHS-CFSHS X-joints under axial tension and in-plane bending loads84
Experimental and numerical investigation of fire resistance of G550 galvanized steel-concrete slabs78
Impact of member interaction on static mechanical performance of steel-aluminum composite gusset joints65
Axial compression behavior of stainless steel tube-UHPC‑carbon steel tube stub column61
Maximum temperature of steel bridges due to multiple under-bridge fire sources60
Fracture modelling of A4–80 stainless steel bolts in different bolted connection components56
Assessment of the dynamic structural behaviour of storage steel tanks54
Experimental and analytical investigations of steel shear buckling-inhibited energy dissipation devices53
Numerical and experimental study of the BUEEP connection using an inner box53
Threshold stiffness of lateral bracing in systems of parallel compression members52
Experimental seismic behaviors of different connections to CFST end-columns in shear walls51
Catenary effect of multi-story steel moment frame under asymmetric horizontal constraint51
Influence of lumped mass and rotary inertia on seismic isolated post equipment51
Parametric study of 3D steel moment connections with built-up box column subjected to biaxial cyclic loads50
Seismic performance of a double-hinge steel frame joint with replaceable T-shape energy dissipator49
Buckling and fracture behavior of cold formed carbon/stainless steel tubular braces under far field and near fault loadings49
Editorial Board48
Compressive stiffness of L-stubs in contact with rigid and flexible foundations48
Performance-based optimum seismic design of cable tray system48
Tensile properties of welded joints with delayed hydride crack47
Editorial Board47
Cyclic behavior of sandwich steel plate shear wall with embedded corrugated plate46
Behavior of T-stub steel connections bolted to rigid bases46
High-temperature mechanical properties and failure modes of UHSS wire for cable-supported bridge46
Structural optimization of closed built-up cold-formed steel columns44
Experimental research on the fatigue crack growth behaviour of Q420C44
Seismic performance of composite jacket-confined square high-strength concrete-filled steel tube columns43
Analysis of SCF parameters in two planar joints in offshore wind turbine support structures42
Axial compression behaviour of circular concrete-filled double-skin steel tubular columns with bolted shear studs: Numerical investigation and design41
Post-fire mechanical properties of titanium–clad bimetallic steel in different cooling approaches40
Development of an innovative module-to-core wall connection for steel-framed modular high-rise buildings39
Mechanical performance and design method of two-side-connected SPSW reinforced on free edges39
Progressive collapse resistance prediction of truss string structures under key chord failure39
Shear performance of partially encased composite beams with high-strength steel and UHPC39
Dynamic response and damage mechanism of parallel wire cables under contact explosion38
Progressive collapse of steel structures exposed to fire: A critical review38
Seismic demand amplification of steel frames with SMAs induced by earthquake sequences38
Seismic behavior of steel-sheathed cold-formed steel shear walls with reinforced end columns38
Effects of high-temperature cooling and ultralow cyclic loading on mechanical behavior of Q450 weathering steel37
Post-fire mechanical properties of low-alloyed YSt-355-FR (126 % Mo) fire-resistant steel37
Compressive axial load performance of GFRP–confined recycled aggregate concrete–filled steel tube stub columns37
Ultra-low cycle fatigue performance of grid structure with bolted spherical joints37
Ultimate strength assessment of randomly pitted stiffened panels considering stiffener corrosion37
Experimental and numerical studies on hysteresis performance of U-shaped SMA-steel plates damper37
Behaviour and design of double-coped steel beams under combined bending, shear and axial force36
Intelligent optimization method for complex steel structures based on internal force state36
Wind design considerations for base-isolated post-disaster steel buildings in moderate seismic regions36
Paradigm update in the design of long-span railway-crossing bridges36
Static performance of welded hollow sphere joints with trapezoidal ribs under both axial compression and bending moment36
Flexural behavior of externally prestressed continuous steel-concrete composite beams35
Mixed-mode fatigue crack growth analysis of I-shaped steel girders with trapezoidal corrugated-webs35
Out-of-plane behaviour of imperfect beam-column with sinusoidally corrugated web35
Development of an innovative ring spring-based self-centering friction damper35
Critical temperatures of concrete-filled steel tubular columns for early-warning of fire-induced failure35
Development of a corrugated web shear link for steel moment-resisting frames34
A unified structural strain method for high- and low-cycle fatigue of welded cruciform joints made from various base metals34
Trussed square concrete-filled steel tubular hybrid structures subjected to axial compression33
Post-fire behaviour of cold-formed high strength steel tubular T- and X-joints33
Lateral-distortional buckling of steel-concrete composite beams: Kinematics, constrained-mode GBT and analytical formulae33
Sidesway collapse capacity of the bottom-story-stiffness-irregular moment-resisting frames33
Global stability design of grid cylindrical-lattice shells under combined axial compression and bending moment33
Conditional generative adversarial network for welding deformation field prediction of butt-welded plates32
Modular corrugated steel plate shear wall: The relationship of matching with boundary column in terms of stiffness and strength32
Flexural behaviour of rectangular double-opening concrete filled sandwich steel tube (DCFSST) beams32
Interaction and compatibility between steel and concrete of circular CFST stub columns with high-strength materials32
Size and training effects on the mechanical properties and hysteretic modelling of superelastic SMA plates32
Mechanical properties and shape-control abilities of a cable dome under asymmetrical loads32
Seismic performance of a joint with replaceable flange-opening beam segment31
Cyclic performance of prefabricated buckling-restrained steel plate shear wall with two-side connections31
Experimental cyclic behaviour and constitutive modelling of A380 cast aluminium alloy31
Development of large-scale SMA angles: Experiment, simulation and discussion31
Recommendations for Implementing Circular Economy in Construction: Direct Reuse of Steel Structures31
Numerical simulation with an improved ductile fracture model for steel connections considering effect of element size31
Experimental, theoretical, and numerical investigation of a novel self-centering energy-dissipative brace31
Refinement of unified design formula for CFST stub columns under axial compression31
Experimental investigation on post-high temperature mechanical properties of aluminum‑lithium alloy 219531
Compression-bending-torsion bearing performance of CFST jacket foundation for offshore wind turbines31
Horizontal self-centering structural system in steel structures diaphragms30
Static performance of multi-planar CFST chord-CHS brace KK joints30
Calibration and application of damage and rate-dependent constitutive model for SPCE steel30
Influence of composite floor slab on seismic performance of steel plate shear walls30
I-section stainless steel portal frames: Loading tests and numerical modelling30
Numerical study on the anti-impact performance of novel concrete-filled steel tubular joint with corrugated web and cover plates30
Effect of curing temperature on bonding fatigue performance of CFRP-steel interface30
Seismic behavior of connections between H-beams and L-shaped column composed of concrete-filled steel tube mono-columns connected by double vertical plates30
Axial compression performance of high-temperature-exposed concrete-filled steel tubular columns repaired with carbon fiber reinforced polymer30
Analysis of behavioral characteristics according to the fixing condition of pallet rack30
Cyclic experiments on screwed connections for corrugated steel sheathed CFS shear walls30
Buckling-restrained brace with multiple steel bar cores using SHS outer tube29
Experimental-numerical assessment of laterally-loaded CFS frames with steel sheathing and K-shaped braces29
Editorial Board29
Seismic behaviour and modelling of reinforced concrete-filled galvanized corrugated steel tubes29
Development and validation of a model to calculate full-range response of bolted angle cleats in bending28
Design of pin connections between steel members28
Overturning effects on seismic performance of the hybrid friction-based seismic isolation system28
Seismic behavior of lightweight steel frame with thin-walled steel skeleton-lightweight concrete wall28
Progressive collapse performance of beam-column joint with WUF-B-RW connection after high temperature28
Experimental analysis of beam-to-column connection with partially encased concrete column with varying inertia axis28
Fatigue evaluation and structural optimization of rib-to-diaphragm connection in orthotropic steel decks28
Editorial Board28
Improved seismic resilience of existing steel moment frame by built-in continuous columns28
Numerical simulation and theoretical analysis of composite wall with built-in steel plate27
Finite element analysis of locally strengthened stainless-steel tube under lateral impact loading27
Triple-actuator apparatus for strength experiments of cold-formed steel members in combined loadings27
Elevated temperature properties of steel butt weldments27
Analysis of vibration reduction performance for the novel tension-only vibration reduction device27
Out-of-plane flexural behavior of assembled composite shear wall27
Experimental investigation on recycled aggregate concrete filled steel tubular stub columns under axial compression27
Comparing traditional and suction piles in steel design of wind turbine structures27
Experimental, numerical and theoretical study on the steel-grid-shear-wall connected to frame-beams only27
Mechanical characteristics of flange joints for corrugated steel plate: Experiment and simulation27
Out-of-flatness of steel plate girder webs, part I: Tolerance review and measurements27
Seismic performance and collapse assessment of a steel boundary frame with non-gapping beam-to-column rocking connections with buckling-restrained brace structural fuses27
Experimental and theoretical investigation of the high-cycle fatigue failure mechanism of M24 high-strength bolts26
Comparison of seismic resilience of steel frame structure equipped with double-stage and conventional buckling-restrained braces26
Shear behavior of I-section steel with circular web opening and novel reinforcement26
Experimental and numerical study of prefabricated steel frame with integrated wall panels26
Compressive behavior of double-skin composite walls considering local buckling and post-buckling effect26
Seismic optimization design of buckling-restrained braced frames for uniform damage criterion26
Reliability assessment of connections with slip-critical bolts and fillet welds in combination26
Full-range behaviour of T-stubs with various yield line patterns26
Fatigue performance of rib-to-deck joints in orthotropic steel deck with PWHT26
Prediction of load-deformation relations for CFDST columns through machine learning methods25
Flexural performance of CFDST beams using recycled aggregate concrete25
Eccentric compression behaviour of precast H-shaped steel support in foundation pit engineering25
Effect of loading sequence on the ultra-low-cycle fatigue performance of all-steel BRBs25
Bending performance of bolted beam-column joints with T-stubs25
Seismic behavior of precast CFST double-column piers with various connection types25
Direct displacement-based design method of seismic resilient multiple-rocking-column steel frame25
Hysteresis performance of steel fiber-reinforced high-strength concrete-filled steel tube columns25
Experimental and numerical study on the behavior of novel multi-segment replaceable steel shear links25
Performance-based-plastic-design of damage-control steel MRFs equipped with self-centring energy dissipation bays25
Post-fire constitutive model on explosively welded stainless-clad bimetallic steel after cold-forming process25
Research on the specially-shaped corrugated steel plate shear walls with horizontal corrugation24
Experimental and numerical study on the degradation law of mechanical properties of stress-corrosion steel wire for bridge cables24
Experimental and numerical exploration for the design of swift-constructed demountable blind bolts24
Axial compression behaviour of circular and square UHPC-filled stainless steel tube columns24
Experimental and analytical performance of replaceable shear fuse connections for heavy beams24
Numerical research on dynamic behavior of CFRP-strengthened steel tubular Y-joints under blast24
Numerical investigation on seismic resilient steel beam-to-column connections with replaceable buckling-restrained fuses24
Experimental study on seismic performance of prefabricated fully-bolted exterior diaphragm joint23
Behavior of axially loaded circular CFDAT short columns: Experiment and theoretical model23
Brittle fracture estimation at ends of groove welded joints under cyclic loading23
Efficient geometric nonlinear elastic analysis for design of steel structures: Benchmark studies23
Investigation into the nonuniform temperature effect of a large-span stainless steel roof system under solar radiation23
Effect of geometry on flexural behavior of optimal designed web-expanded beams23
Editorial Board23
Cold-formed stainless-clad bimetallic steel square hollow section stub columns: Residual stresses, testing, simulation and design23
Stainless steel I-section beams subjected to combined torsion and bending: Experimental results23
Limit analysis of 3D building structures23
Local buckling behaviour of composite shear wall under axial and shear loading23
Interfacial bond strength of SCFST composite columns after freeze-thaw cycles23
Unified cyclic stress–strain model for square and rectangular UHPC-filled stainless-steel tubular columns23
Experimental study on CFRP reinforcement and static performance of CHS KT-joints23
Full-range behavior of bolted connections with oversized holes23
Seismic retrofitting of SMRFs using varied yielding cross-section damper: A companion paper23
Study on eccentric-compressive behavior of self-locking cooperative modular column23
Comprehensive study on corrosion induced structural deterioration of steel bars in reinforced concrete beams23
Generalizing AISC360–22's high-strength CFT member design equations for economical and safety-enhanced design22
Moment gradient factor for steel I-beams with sinusoidal web openings22
Building retrofit with reduced web (RWS) and beam (RBS) section limited-ductility connections22
Hysteretic behaviour of square-hollow-section T- and X-joints with in-plane bending moment22
Experimental and numerical investigation of axial compressive strength of unstiffened slender tapered-webs22
Influence of resin asphalt pavement on stress behaviors of double-side welded rib-to-deck joints in orthotropic steel decks22
Hysteretic behavior of cold-formed steel reinforced concrete shear walls with steel meshes22
Local buckling of hot-rolled stainless steel channel section stub columns after exposure to fire22
Fire resistance and design assessment of Q355 circular hollow section joints22
Research on factors affecting competitive failure between loosening and fatigue of bolt under combined excitation22
Seismic response and theoretical analysis of grain bulk material-steel silo structure under earthquake action22
Elastoplastic analysis of shear resistance of special-shaped concrete-filled steel tubular connection22
Testing, FE modelling and design of pin-ended stainless steel equal-leg angle section columns and beam–columns22
Eccentric compression behaviour and assessment of CFET short columns offering spherical-cap gaps22
Fracture investigation of different welded steel beam-column connections under three-point bending test22
Stainless-steel square hollow tubes subjected to low-temperature eccentric compression loads22
Loading test of full-scale composite plate girder with partial encasing22
Design optimisation for cold rolled steel beam sections with web and flange stiffeners22
Topology optimisation of double-layer grid structures with stability constraints21
Editorial Board21
Experimental study and mechanical properties of prefabricated beam-column joint with L-shaped stiffeners21
Experimental investigation of lateral resistance of CFS walls with rigid diagonal bracings21
Experimental and numerical study of a novel cold-formed steel T-Stub connection subjected to tension force21
Bolt-free post-tensioned connection for steel-framed modular buildings and design for optimal preloading21
High-cycle rotating-bending fatigue performance of S690QL welded joints21
Strength model for softened heat-affected zone of S700 butt-welded connections21
Restoring force model of end-plate bolted shear links in eccentrically braced frames21
Intelligent prediction method for the collapse time of steel frame structures under fire21
Study on fracture properties of duplex stainless steel and its weld based on micromechanical models21
Numerical analysis of bolt-fastened wedge-BFW-joints under eccentric loading21
Experimental investigation of global-distortional interaction buckling of stainless steel C-beams21
Intermediate-point bracing for columns: New stiffness–buckling load formulae21
Stress-strain models and numerical simulations of high-strength steel Q690E and Q960E at low temperatures21
Effects of exposure temperature on low–cycle fatigue properties of Q690 high–strength steel21
Seismic performance of SMA-prestressed self-centering beam-column joints: Experimental and numerical study21
Mechanical behavior of a novel compact steel-UHPC joint for hybrid girder bridges: Experimental and numerical investigation20
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
Characterization of dynamic mechanical properties of LY100, LY160 low-yield-point steels20
Theoretical studies on CFT-column frame SPSW/BRSPSW linked by partial welded connection forms20
Fracture behavior analysis of X80 pipelines welded joints with unequal wall thickness20
Editorial Board20
Effects of corrosion and pre-fatigue damage on the mechanical properties of HRB400E rebars20
Flexural behavior of prefabricated high-strength steel-concrete composite beams with steel block connectors20
Effects of cyclic loading and high-temperature cooling on mechanical properties of Q450 weathering steel20
Behaviour of tapered CFDST columns with large hollow ratio under combined loads20
Flexural behavior of steel-UHPC composite beams with different connectors in negative moment20
Impact resistance of bridge columns with energy-absorbing crash dampers under vehicle collisions20
Cyclic behavior of a replaceable LYP steel link with corrugated web: Parametrical analyses and design recommendations20
Proposal for a deployable architectural umbrella using scissor linkages and foldable plates20
New design shear method for the bolted CFS connector in a CFS beam-to-column connection20
Axial load ratio effect on wide-flange columns subjected to far field detonations20
Experimental study on seismic performance of variable cross section replaceable link20
Local buckling and axial compressive behavior of stainless-clad bimetallic steel-plate composite walls20
Behavior of encased steel-high strength concrete columns against axial and cyclic loading20
Experimental investigation of cold-formed stainless steel tubular T-joints with loaded chord20
A new orthotropic steel deck system incorporating two novel structural details20
A component-based macro-mechanical model for inter-module connections in steel volumetric buildings20
A simplified method for the dynamic analysis of structures under column loss19
Quantification of seismic performance factors of beam-through steel frames with self-centering modular panel and replaceable hysteretic dampers19
Numerical analysis of suspension bridges with box girders subjected to detonations19
Structural behaviour of a novel demountable interlocking shear connection: Test, modelling and design19
Fatigue properties of Q690 high-strength steel after fire19
Strengthening Stainless Steel Tubular Beams using Fibre-reinforced Concrete incorporating Sugarcane Bagasse Ash19
Structural behavior of steel-concrete-steel sandwich slender and deep beams considering different connectors19
A machine learning-based force-finding method for suspend dome structures and case study19
Improving the mechanical characteristics of semi-rigid saddle connections19
Testing and design on local-biaxial flexural interactive buckling behavior of high strength steel welded box beam-columns subjected to biaxial bending19
Design of cold-formed high strength steel rectangular hollow section T-joints under post-fire conditions19
Load-transfer mechanism of distribution beams in giant rectangular concrete-filled steel tubular columns19
Simplified methods to predict the robustness of steel parking-structure joints19
Cyclic behaviour of welded stainless steel beam-to-column connections: Experimental and numerical study19
Axial compressive behavior of twining-bamboo-confined thin-walled steel tubular columns19
Improved design method for interaction buckling resistance of welded box-section columns19
Stability bearing capacity of equal-leg angle steel columns with end connection joints19
The capacities of unstiffened T-stubs with thin plates and large bolts19
Compressive performance of an innovative tall pier with composite box section19
Experimental study on a highly efficient shear transfer system for square CFST19
Experimental and numerical investigations on concrete-filled double-tubular slender columns under axial and eccentric loading19
Performance-based failure risk evaluation of transmission tower-line systems subjected to sequential earthquakes19
Axial compressive behavior of stiffened spontaneous combustion coal gangue concrete-filled steel tubular column19
Review on response amplification damper for seismic resilient building structures19
Damage modes and mechanism of steel-concrete composite bridge slabs under contact explosion19
Experimental investigation of buckling-restrained braces with glulam-filled steel tube19
Full-scale tests on two-story SCBFs with Through–Gusset Plate in brace-to-CFT column connections19
Improving the T-stub component behavior tied to a rigid base19
Flexural behavior of circular section concrete-filled steel tubes with embedded latticed angles18
Lateral behavior and PFI model of sinusoidal corrugated steel plate shear walls18
Seismic performance of a novel steel-concrete composite beam-column joint18
Progressive collapse resistance of composite frame with concrete-filled steel tubular column under a penultimate column removal scenario18
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