Journal of Constructional Steel Research

Papers
(The TQCC of Journal of Constructional Steel Research is 11. 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 2021-12-01 to 2025-12-01.)
ArticleCitations
Numerical simulation method and dent-model of circular steel tubes under low-speed impact258
Anti-collapse performance of beam-column substructure with angle cleat connection at elevated temperatures102
Experimental and numerical investigation of fire resistance of G550 galvanized steel-concrete slabs90
Maximum temperature of steel bridges due to multiple under-bridge fire sources84
Assessment of the dynamic structural behaviour of storage steel tanks62
Fracture modelling of A4–80 stainless steel bolts in different bolted connection components62
Numerical and experimental study of the BUEEP connection using an inner box56
Influence of lumped mass and rotary inertia on seismic isolated post equipment54
Experimental seismic behaviors of different connections to CFST end-columns in shear walls54
Catenary effect of multi-story steel moment frame under asymmetric horizontal constraint53
Parametric study of 3D steel moment connections with built-up box column subjected to biaxial cyclic loads53
Editorial Board52
Buckling and fracture behavior of cold formed carbon/stainless steel tubular braces under far field and near fault loadings52
Compressive stiffness of L-stubs in contact with rigid and flexible foundations52
Editorial Board51
Tensile properties of welded joints with delayed hydride crack50
Analysis of SCF parameters in two planar joints in offshore wind turbine support structures50
Seismic performance of composite jacket-confined square high-strength concrete-filled steel tube columns50
Experimental research on the fatigue crack growth behaviour of Q420C50
Experimental and analytical investigations of steel shear buckling-inhibited energy dissipation devices49
Sidesway collapse capacity of the bottom-story-stiffness-irregular moment-resisting frames48
Mixed-mode fatigue crack growth analysis of I-shaped steel girders with trapezoidal corrugated-webs47
Performance-based optimum seismic design of cable tray system47
Compressive axial load performance of GFRP–confined recycled aggregate concrete–filled steel tube stub columns47
Lateral-distortional buckling of steel-concrete composite beams: Kinematics, constrained-mode GBT and analytical formulae45
Post-fire mechanical properties of low-alloyed YSt-355-FR (126 % Mo) fire-resistant steel44
Static performance of welded hollow sphere joints with trapezoidal ribs under both axial compression and bending moment43
Experimental and numerical studies on stress concentration factors of CHS-CFSHS X-joints under axial tension and in-plane bending loads42
Out-of-plane behaviour of imperfect beam-column with sinusoidally corrugated web42
Wind design considerations for base-isolated post-disaster steel buildings in moderate seismic regions41
Paradigm update in the design of long-span railway-crossing bridges41
Behaviour and design of double-coped steel beams under combined bending, shear and axial force41
Dynamic response and damage mechanism of parallel wire cables under contact explosion40
Progressive collapse of steel structures exposed to fire: A critical review40
Mechanical properties and shape-control abilities of a cable dome under asymmetrical loads39
Mechanical performance and design method of two-side-connected SPSW reinforced on free edges39
Flexural behaviour of rectangular double-opening concrete filled sandwich steel tube (DCFSST) beams39
Trussed square concrete-filled steel tubular hybrid structures subjected to axial compression39
Global stability design of grid cylindrical-lattice shells under combined axial compression and bending moment38
A unified structural strain method for high- and low-cycle fatigue of welded cruciform joints made from various base metals38
Effects of high-temperature cooling and ultralow cyclic loading on mechanical behavior of Q450 weathering steel38
Conditional generative adversarial network for welding deformation field prediction of butt-welded plates37
Behavior of T-stub steel connections bolted to rigid bases37
Critical temperatures of concrete-filled steel tubular columns for early-warning of fire-induced failure37
Impact of member interaction on static mechanical performance of steel-aluminum composite gusset joints37
Seismic performance of a joint with replaceable flange-opening beam segment37
Structural optimization of closed built-up cold-formed steel columns36
Ultimate strength assessment of randomly pitted stiffened panels considering stiffener corrosion36
Interaction and compatibility between steel and concrete of circular CFST stub columns with high-strength materials36
Development of an innovative ring spring-based self-centering friction damper36
Development of a corrugated web shear link for steel moment-resisting frames35
Axial compression behavior of stainless steel tube-UHPC‑carbon steel tube stub column35
Development of an innovative module-to-core wall connection for steel-framed modular high-rise buildings35
Post-fire mechanical properties of titanium–clad bimetallic steel in different cooling approaches35
Ultra-low cycle fatigue performance of grid structure with bolted spherical joints35
Recommendations for Implementing Circular Economy in Construction: Direct Reuse of Steel Structures34
High-temperature mechanical properties and failure modes of UHSS wire for cable-supported bridge34
Experimental and numerical studies on hysteresis performance of U-shaped SMA-steel plates damper34
Progressive collapse resistance prediction of truss string structures under key chord failure33
Axial compression behaviour of circular concrete-filled double-skin steel tubular columns with bolted shear studs: Numerical investigation and design33
Intelligent optimization method for complex steel structures based on internal force state33
Modular corrugated steel plate shear wall: The relationship of matching with boundary column in terms of stiffness and strength33
Seismic performance of a double-hinge steel frame joint with replaceable T-shape energy dissipator33
Flexural behavior of externally prestressed continuous steel-concrete composite beams33
Shear performance of partially encased composite beams with high-strength steel and UHPC32
Seismic demand amplification of steel frames with SMAs induced by earthquake sequences32
Size and training effects on the mechanical properties and hysteretic modelling of superelastic SMA plates32
Cyclic behavior of sandwich steel plate shear wall with embedded corrugated plate32
Refinement of unified design formula for CFST stub columns under axial compression32
Seismic behavior of steel-sheathed cold-formed steel shear walls with reinforced end columns32
Development of large-scale SMA angles: Experiment, simulation and discussion32
Cyclic performance of prefabricated buckling-restrained steel plate shear wall with two-side connections31
Effect of curing temperature on bonding fatigue performance of CFRP-steel interface31
Experimental-numerical assessment of laterally-loaded CFS frames with steel sheathing and K-shaped braces31
Cyclic experiments on screwed connections for corrugated steel sheathed CFS shear walls31
Structural behaviour of demountable tubular column-to-base plate joints with welded studs31
Experimental and analytical performance of replaceable shear fuse connections for heavy beams31
Experimental and numerical exploration for the design of swift-constructed demountable blind bolts31
Experimental, theoretical, and numerical investigation of a novel self-centering energy-dissipative brace31
Experimental cyclic behaviour and constitutive modelling of A380 cast aluminium alloy31
Effect of geometry on flexural behavior of optimal designed web-expanded beams31
Experimental study on seismic performance of prefabricated fully-bolted exterior diaphragm joint31
Static performance of multi-planar CFST chord-CHS brace KK joints30
Axial compression performance of high-temperature-exposed concrete-filled steel tubular columns repaired with carbon fiber reinforced polymer30
Influence of composite floor slab on seismic performance of steel plate shear walls30
Horizontal self-centering structural system in steel structures diaphragms30
Analysis of behavioral characteristics according to the fixing condition of pallet rack30
Direct displacement-based design method of seismic resilient multiple-rocking-column steel frame30
I-section stainless steel portal frames: Loading tests and numerical modelling30
Seismic behavior of connections between H-beams and L-shaped column composed of concrete-filled steel tube mono-columns connected by double vertical plates30
Editorial Board29
Overturning effects on seismic performance of the hybrid friction-based seismic isolation system29
Editorial Board29
Progressive collapse performance of beam-column joint with WUF-B-RW connection after high temperature29
Improved seismic resilience of existing steel moment frame by built-in continuous columns29
Finite element analysis of locally strengthened stainless-steel tube under lateral impact loading28
Experimental, numerical and theoretical study on the steel-grid-shear-wall connected to frame-beams only28
Design of pin connections between steel members28
Analysis of vibration reduction performance for the novel tension-only vibration reduction device28
Development and validation of a model to calculate full-range response of bolted angle cleats in bending28
Numerical simulation and theoretical analysis of composite wall with built-in steel plate28
Fatigue evaluation and structural optimization of rib-to-diaphragm connection in orthotropic steel decks28
Out-of-plane flexural behavior of assembled composite shear wall27
Elevated temperature properties of steel butt weldments27
Numerical research on dynamic behavior of CFRP-strengthened steel tubular Y-joints under blast27
Performance-based-plastic-design of damage-control steel MRFs equipped with self-centring energy dissipation bays27
Experimental analysis of beam-to-column connection with partially encased concrete column with varying inertia axis27
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 bolts27
Seismic behavior of precast CFST double-column piers with various connection types27
Reliability assessment of connections with slip-critical bolts and fillet welds in combination27
Bending performance of bolted beam-column joints with T-stubs27
Eccentric compression behaviour of precast H-shaped steel support in foundation pit engineering27
Triple-actuator apparatus for strength experiments of cold-formed steel members in combined loadings27
Seismic optimization design of buckling-restrained braced frames for uniform damage criterion27
Comparing traditional and suction piles in steel design of wind turbine structures27
Seismic behavior of modular steel beam-column connection with H-shaped bracket27
Out-of-flatness of steel plate girder webs, part I: Tolerance review and measurements27
Seismic performance of steel tube confined steel reinforced concrete frame with replaceable buckling restrained braces26
Investigation into the nonuniform temperature effect of a large-span stainless steel roof system under solar radiation26
Compressive behavior of double-skin composite walls considering local buckling and post-buckling effect26
Experimental investigation on post-high temperature mechanical properties of aluminum‑lithium alloy 219526
Post-fire constitutive model on explosively welded stainless-clad bimetallic steel after cold-forming process26
Shear behavior of I-section steel with circular web opening and novel reinforcement26
Numerical study on the anti-impact performance of novel concrete-filled steel tubular joint with corrugated web and cover plates26
Seismic behaviour and modelling of reinforced concrete-filled galvanized corrugated steel tubes25
Experimental and numerical study on the behavior of novel multi-segment replaceable steel shear links25
Seismic behavior of lightweight steel frame with thin-walled steel skeleton-lightweight concrete wall25
Flexural performance of CFDST beams using recycled aggregate concrete25
Effect of loading sequence on the ultra-low-cycle fatigue performance of all-steel BRBs25
Buckling-restrained brace with multiple steel bar cores using SHS outer tube25
Prediction of load-deformation relations for CFDST columns through machine learning methods25
Numerical simulation with an improved ductile fracture model for steel connections considering effect of element size25
Comparison of seismic resilience of steel frame structure equipped with double-stage and conventional buckling-restrained braces25
Axial compression behaviour of circular and square UHPC-filled stainless steel tube columns25
Calibration and application of damage and rate-dependent constitutive model for SPCE steel25
Experimental and numerical study of prefabricated steel frame with integrated wall panels25
Numerical investigation on seismic resilient steel beam-to-column connections with replaceable buckling-restrained fuses24
Mechanical characteristics of flange joints for corrugated steel plate: Experiment and simulation24
Hysteresis performance of steel fiber-reinforced high-strength concrete-filled steel tube columns24
Experimental study on CFRP reinforcement and static performance of CHS KT-joints24
Experimental study on mechanical behavior of selective laser melted 316 L stainless steel24
Experimental investigation on recycled aggregate concrete filled steel tubular stub columns under axial compression24
Comprehensive study on corrosion induced structural deterioration of steel bars in reinforced concrete beams24
Compression-bending-torsion bearing performance of CFST jacket foundation for offshore wind turbines24
Fatigue performance of rib-to-deck joints in orthotropic steel deck with PWHT24
Editorial Board24
Research on the specially-shaped corrugated steel plate shear walls with horizontal corrugation24
Interfacial bond strength of SCFST composite columns after freeze-thaw cycles24
Experimental and numerical study on the degradation law of mechanical properties of stress-corrosion steel wire for bridge cables24
Study on eccentric-compressive behavior of self-locking cooperative modular column24
Performance of hybrid Fe-SMA buckling-restrained braced frames under far-field and near-fault earthquakes24
Stainless steel I-section beams subjected to combined torsion and bending: Experimental results23
Eccentric compression behaviour and assessment of CFET short columns offering spherical-cap gaps23
Generalizing AISC360–22's high-strength CFT member design equations for economical and safety-enhanced design23
Building retrofit with reduced web (RWS) and beam (RBS) section limited-ductility connections23
Flexural behavior of prefabricated high-strength steel-concrete composite beams with steel block connectors23
Seismic response and theoretical analysis of grain bulk material-steel silo structure under earthquake action23
Cold-formed stainless-clad bimetallic steel square hollow section stub columns: Residual stresses, testing, simulation and design23
Seismic retrofitting of SMRFs using varied yielding cross-section damper: A companion paper23
Full-range behavior of bolted connections with oversized holes23
Brittle fracture estimation at ends of groove welded joints under cyclic loading23
Stress-strain models and numerical simulations of high-strength steel Q690E and Q960E at low temperatures23
Limit analysis of 3D building structures23
Experimental study and mechanical properties of prefabricated beam-column joint with L-shaped stiffeners23
Characterization of dynamic mechanical properties of LY100, LY160 low-yield-point steels23
Intermediate-point bracing for columns: New stiffness–buckling load formulae22
Characterization of pile-up/sink-in phenomena of high-strength steels under loading rate levels using FE analysis and nanoindentation22
Experimental and numerical study of a novel cold-formed steel T-Stub connection subjected to tension force22
Experimental and numerical investigation of axial compressive strength of unstiffened slender tapered-webs22
Topology optimisation of double-layer grid structures with stability constraints22
Local buckling behaviour of composite shear wall under axial and shear loading22
New design shear method for the bolted CFS connector in a CFS beam-to-column connection22
Fire resistance and design assessment of Q355 circular hollow section joints22
Elastoplastic analysis of shear resistance of special-shaped concrete-filled steel tubular connection22
Editorial Board22
Numerical analysis of bolt-fastened wedge-BFW-joints under eccentric loading22
Strength model for softened heat-affected zone of S700 butt-welded connections22
Behavior of axially loaded circular CFDAT short columns: Experiment and theoretical model22
Research on factors affecting competitive failure between loosening and fatigue of bolt under combined excitation22
Intelligent prediction method for the collapse time of steel frame structures under fire21
Effects of cyclic loading and high-temperature cooling on mechanical properties of Q450 weathering steel21
Flexural behavior of steel-UHPC composite beams with different connectors in negative moment21
Influence of resin asphalt pavement on stress behaviors of double-side welded rib-to-deck joints in orthotropic steel decks21
Loading test of full-scale composite plate girder with partial encasing21
Impact resistance of bridge columns with energy-absorbing crash dampers under vehicle collisions21
Seismic performance of SMA-prestressed self-centering beam-column joints: Experimental and numerical study21
A component-based macro-mechanical model for inter-module connections in steel volumetric buildings21
Local buckling and axial compressive behavior of stainless-clad bimetallic steel-plate composite walls21
Mechanical behavior of a novel compact steel-UHPC joint for hybrid girder bridges: Experimental and numerical investigation21
Bolt-free post-tensioned connection for steel-framed modular buildings and design for optimal preloading21
Experimental investigation of lateral resistance of CFS walls with rigid diagonal bracings21
Unified cyclic stress–strain model for square and rectangular UHPC-filled stainless-steel tubular columns21
Experimental study on seismic performance of variable cross section replaceable link21
Study on fracture properties of duplex stainless steel and its weld based on micromechanical models21
Experimental investigation of cold-formed stainless steel tubular T-joints with loaded chord21
Experimental investigation of global-distortional interaction buckling of stainless steel C-beams21
Testing, FE modelling and design of pin-ended stainless steel equal-leg angle section columns and beam–columns21
Compressive performance of an innovative tall pier with composite box section20
Editorial Board20
Seismic design and testing of EC8-1-2-compliant unstiffened end-plate beam-to-column joints20
Moment gradient factor for steel I-beams with sinusoidal web openings20
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
Restoring force model of end-plate bolted shear links in eccentrically braced frames20
Design optimisation for cold rolled steel beam sections with web and flange stiffeners20
A new orthotropic steel deck system incorporating two novel structural details20
Quantification of seismic performance factors of beam-through steel frames with self-centering modular panel and replaceable hysteretic dampers20
Improving the T-stub component behavior tied to a rigid base20
Effects of corrosion and pre-fatigue damage on the mechanical properties of HRB400E rebars20
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
Experimental study on seismic performance of replaceable shear links with low-yield-point steel20
High-cycle rotating-bending fatigue performance of S690QL welded joints20
Stainless-steel square hollow tubes subjected to low-temperature eccentric compression loads20
Strain-controlled torsional fatigue and fracture of EQ56 high-strength steel20
Load-transfer mechanism of distribution beams in giant rectangular concrete-filled steel tubular columns20
Collapse resistance of steel modular buildings using a simplified inter-module joint model20
Cyclic behavior of a replaceable LYP steel link with corrugated web: Parametrical analyses and design recommendations20
Hysteretic behavior of cold-formed steel reinforced concrete shear walls with steel meshes20
Behaviour of tapered CFDST columns with large hollow ratio under combined loads20
Hysteretic behaviour of square-hollow-section T- and X-joints with in-plane bending moment20
Local buckling of hot-rolled stainless steel channel section stub columns after exposure to fire20
Axial load ratio effect on wide-flange columns subjected to far field detonations20
A simplified method for the dynamic analysis of structures under column loss20
Design rule of grout-filled GFRP tube repaired corroded CHS X-joints19
Numerical analysis of suspension bridges with box girders subjected to detonations19
BIM-based intelligent optimization of complex steel joints using SVM and NSGA-II19
Full-scale tests on two-story SCBFs with Through–Gusset Plate in brace-to-CFT column connections19
Experimental investigation of buckling-restrained braces with glulam-filled steel tube19
Fatigue properties of Q690 high-strength steel after fire19
Axial compressive behavior of stiffened spontaneous combustion coal gangue concrete-filled steel tubular column19
Second-order arbitrarily-located-refined plastic hinge model for high-strength steel frame design19
Seismic performance of a novel steel-concrete composite beam-column joint19
Review on response amplification damper for seismic resilient building structures19
Experimental investigation on flexural performance of T-joint concrete-filled steel tube with PBL19
Axial compressive behavior of twining-bamboo-confined thin-walled steel tubular columns19
A machine learning-based force-finding method for suspend dome structures and case study19
Proposal for a deployable architectural umbrella using scissor linkages and foldable plates19
Fire resistance of steel-concrete cellular composite beams having different end restraints19
Flexural behavior of circular section concrete-filled steel tubes with embedded latticed angles19
Experimental study on dynamic shear-behavior of H-shaped SRC columns under lateral impact loading19
Seismic fragility analysis of prefabricated self-centering frame structure19
Impact of unique practice in concentrically braced frames on their seismic performance19
Improved design method for interaction buckling resistance of welded box-section columns19
Testing and design on local-biaxial flexural interactive buckling behavior of high strength steel welded box beam-columns subjected to biaxial bending19
Simplified methods to predict the robustness of steel parking-structure joints19
Stability bearing capacity of equal-leg angle steel columns with end connection joints19
Performance-based plastic design of high-strength steel framed-tube structures fused with replaceable shear links19
Cyclic behaviour of welded stainless steel beam-to-column connections: Experimental and numerical study19
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