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 2022-01-01 to 2026-01-01.)
ArticleCitations
Numerical simulation method and dent-model of circular steel tubes under low-speed impact260
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 slabs97
Fracture modelling of A4–80 stainless steel bolts in different bolted connection components86
Assessment of the dynamic structural behaviour of storage steel tanks65
Flexural behaviour of rectangular double-opening concrete filled sandwich steel tube (DCFSST) beams62
Numerical and experimental study of the BUEEP connection using an inner box58
Experimental seismic behaviors of different connections to CFST end-columns in shear walls57
Catenary effect of multi-story steel moment frame under asymmetric horizontal constraint55
Parametric study of 3D steel moment connections with built-up box column subjected to biaxial cyclic loads55
Buckling and fracture behavior of cold formed carbon/stainless steel tubular braces under far field and near fault loadings54
Editorial Board53
Compressive stiffness of L-stubs in contact with rigid and flexible foundations52
Tensile properties of welded joints with delayed hydride crack52
Editorial Board52
Experimental research on the fatigue crack growth behaviour of Q420C51
Static performance of welded hollow sphere joints with trapezoidal ribs under both axial compression and bending moment51
Wind design considerations for base-isolated post-disaster steel buildings in moderate seismic regions50
Behaviour and design of double-coped steel beams under combined bending, shear and axial force49
Design of axially compressed circular and I-shaped aluminum alloy 6A13-T6 components48
Paradigm update in the design of long-span railway-crossing bridges48
Global stability design of grid cylindrical-lattice shells under combined axial compression and bending moment47
Behavior of T-stub steel connections bolted to rigid bases47
Seismic performance of a joint with replaceable flange-opening beam segment45
Experimental and analytical investigations of steel shear buckling-inhibited energy dissipation devices44
Lateral-distortional buckling of steel-concrete composite beams: Kinematics, constrained-mode GBT and analytical formulae42
Design of cold-formed high-strength steel SHS and RHS columns at elevated temperatures42
Sidesway collapse capacity of the bottom-story-stiffness-irregular moment-resisting frames42
Performance-based optimum seismic design of cable tray system41
Compressive axial load performance of GFRP–confined recycled aggregate concrete–filled steel tube stub columns40
Mixed-mode fatigue crack growth analysis of I-shaped steel girders with trapezoidal corrugated-webs40
Influence of lumped mass and rotary inertia on seismic isolated post equipment40
Overload strengthening and seismic performance of existing large-span steel truss structure39
High-temperature mechanical properties and failure modes of UHSS wire for cable-supported bridge39
Modular corrugated steel plate shear wall: The relationship of matching with boundary column in terms of stiffness and strength39
Ultra-low cycle fatigue performance of grid structure with bolted spherical joints39
Development of an innovative module-to-core wall connection for steel-framed modular high-rise buildings39
Structural optimization of closed built-up cold-formed steel columns39
Optimised steel frame design using reclaimed steel: Logistics impact on reuse efficiency39
Dynamic response and damage mechanism of parallel wire cables under contact explosion38
Mechanical performance and design method of two-side-connected SPSW reinforced on free edges38
Post-fire mechanical properties of titanium–clad bimetallic steel in different cooling approaches38
Intelligent optimization method for complex steel structures based on internal force state37
Ultimate strength assessment of randomly pitted stiffened panels considering stiffener corrosion37
Size and training effects on the mechanical properties and hysteretic modelling of superelastic SMA plates37
Experimental and numerical studies on hysteresis performance of U-shaped SMA-steel plates damper36
Development of a corrugated web shear link for steel moment-resisting frames36
Seismic performance of a double-hinge steel frame joint with replaceable T-shape energy dissipator36
Transverse impact performance and design of rectangular reinforced concrete-filled steel tubular members36
Progressive collapse resistance prediction of truss string structures under key chord failure35
A unified structural strain method for high- and low-cycle fatigue of welded cruciform joints made from various base metals35
Flexural behavior of externally prestressed continuous steel-concrete composite beams34
Axial compression behaviour of circular concrete-filled double-skin steel tubular columns with bolted shear studs: Numerical investigation and design34
Seismic performance of composite jacket-confined square high-strength concrete-filled steel tube columns34
Impact of member interaction on static mechanical performance of steel-aluminum composite gusset joints34
Cyclic behavior of sandwich steel plate shear wall with embedded corrugated plate34
Post-fire mechanical properties of low-alloyed YSt-355-FR (126 % Mo) fire-resistant steel34
Progressive collapse of steel structures exposed to fire: A critical review34
Shear performance of partially encased composite beams with high-strength steel and UHPC34
Seismic demand amplification of steel frames with SMAs induced by earthquake sequences34
Recommendations for Implementing Circular Economy in Construction: Direct Reuse of Steel Structures33
Conditional generative adversarial network for welding deformation field prediction of butt-welded plates33
Seismic behavior of steel-sheathed cold-formed steel shear walls with reinforced end columns33
Interaction and compatibility between steel and concrete of circular CFST stub columns with high-strength materials33
Development of an innovative ring spring-based self-centering friction damper33
Maximum temperature of steel bridges due to multiple under-bridge fire sources33
Trussed square concrete-filled steel tubular hybrid structures subjected to axial compression32
Mechanical properties and shape-control abilities of a cable dome under asymmetrical loads32
Axial compression behavior of stainless steel tube-UHPC‑carbon steel tube stub column32
Effects of high-temperature cooling and ultralow cyclic loading on mechanical behavior of Q450 weathering steel32
Critical temperatures of concrete-filled steel tubular columns for early-warning of fire-induced failure32
Experimental and numerical studies on stress concentration factors of CHS-CFSHS X-joints under axial tension and in-plane bending loads31
Structural behaviour of demountable tubular column-to-base plate joints with welded studs31
Refinement of unified design formula for CFST stub columns under axial compression31
Fatigue performance of rib-to-deck joints in orthotropic steel deck with PWHT31
Out-of-plane behaviour of imperfect beam-column with sinusoidally corrugated web31
Development of large-scale SMA angles: Experiment, simulation and discussion31
Reliability assessment of connections with slip-critical bolts and fillet welds in combination31
Analysis of SCF parameters in two planar joints in offshore wind turbine support structures31
Experimental and numerical study on the behavior of novel multi-segment replaceable steel shear links30
Seismic performance and collapse assessment of a steel boundary frame with non-gapping beam-to-column rocking connections with buckling-restrained brace structural fuses30
Numerical study on the anti-impact performance of novel concrete-filled steel tubular joint with corrugated web and cover plates30
Research on the specially-shaped corrugated steel plate shear walls with horizontal corrugation30
Numerical investigation on seismic resilient steel beam-to-column connections with replaceable buckling-restrained fuses30
Calibration and application of damage and rate-dependent constitutive model for SPCE steel30
Effect of loading sequence on the ultra-low-cycle fatigue performance of all-steel BRBs30
Performance-based-plastic-design of damage-control steel MRFs equipped with self-centring energy dissipation bays29
Experimental study on CFRP reinforcement and static performance of CHS KT-joints29
Seismic behavior of connections between H-beams and L-shaped column composed of concrete-filled steel tube mono-columns connected by double vertical plates29
Numerical simulation with an improved ductile fracture model for steel connections considering effect of element size29
Seismic behavior of modular steel beam-column connection with H-shaped bracket29
Out-of-flatness of steel plate girder webs, part I: Tolerance review and measurements29
Compression-bending-torsion bearing performance of CFST jacket foundation for offshore wind turbines29
Axial compression performance of high-temperature-exposed concrete-filled steel tubular columns repaired with carbon fiber reinforced polymer28
Mechanical characteristics of flange joints for corrugated steel plate: Experiment and simulation28
Experimental study on seismic performance of prefabricated fully-bolted exterior diaphragm joint28
Experimental-numerical assessment of laterally-loaded CFS frames with steel sheathing and K-shaped braces28
Prediction of load-deformation relations for CFDST columns through machine learning methods28
Experimental, theoretical, and numerical investigation of a novel self-centering energy-dissipative brace28
Effect of geometry on flexural behavior of optimal designed web-expanded beams28
Experimental and numerical exploration for the design of swift-constructed demountable blind bolts28
Experimental cyclic behaviour and constitutive modelling of A380 cast aluminium alloy28
Interfacial bond strength of SCFST composite columns after freeze-thaw cycles28
Cyclic experiments on screwed connections for corrugated steel sheathed CFS shear walls28
Experimental and analytical performance of replaceable shear fuse connections for heavy beams28
Effect of curing temperature on bonding fatigue performance of CFRP-steel interface28
Experimental investigation on post-fire tensile properties of high-strength short tail swage-locking pins27
I-section stainless steel portal frames: Loading tests and numerical modelling27
Improved seismic resilience of existing steel moment frame by built-in continuous columns27
Horizontal self-centering structural system in steel structures diaphragms27
Direct displacement-based design method of seismic resilient multiple-rocking-column steel frame27
Influence of composite floor slab on seismic performance of steel plate shear walls27
Overturning effects on seismic performance of the hybrid friction-based seismic isolation system27
Static performance of multi-planar CFST chord-CHS brace KK joints27
Analysis of behavioral characteristics according to the fixing condition of pallet rack27
Editorial Board27
Editorial Board27
Fatigue evaluation and structural optimization of rib-to-diaphragm connection in orthotropic steel decks26
Development and validation of a model to calculate full-range response of bolted angle cleats in bending26
Analysis of vibration reduction performance for the novel tension-only vibration reduction device26
Progressive collapse performance of beam-column joint with WUF-B-RW connection after high temperature26
Experimental, numerical and theoretical study on the steel-grid-shear-wall connected to frame-beams only26
Out-of-plane flexural behavior of assembled composite shear wall26
Design of pin connections between steel members26
Numerical simulation and theoretical analysis of composite wall with built-in steel plate26
Experimental investigation on coordinated deformation of steel rail-fastener-track-girder system under girder misalignment25
Comparison of seismic resilience of steel frame structure equipped with double-stage and conventional buckling-restrained braces25
Experimental analysis of beam-to-column connection with partially encased concrete column with varying inertia axis25
Comparing traditional and suction piles in steel design of wind turbine structures25
Elevated temperature properties of steel butt weldments25
Seismic optimization design of buckling-restrained braced frames for uniform damage criterion25
Seismic behavior of lightweight steel frame with thin-walled steel skeleton-lightweight concrete wall25
Bending performance of bolted beam-column joints with T-stubs25
Finite element analysis of locally strengthened stainless-steel tube under lateral impact loading25
Experimental and theoretical investigation of the high-cycle fatigue failure mechanism of M24 high-strength bolts25
Experimental investigation on post-high temperature mechanical properties of aluminum‑lithium alloy 219525
Eccentric compression behaviour of precast H-shaped steel support in foundation pit engineering25
Buckling-restrained brace with multiple steel bar cores using SHS outer tube25
Numerical research on dynamic behavior of CFRP-strengthened steel tubular Y-joints under blast25
Triple-actuator apparatus for strength experiments of cold-formed steel members in combined loadings25
Compressive behavior of double-skin composite walls considering local buckling and post-buckling effect24
Investigation into the nonuniform temperature effect of a large-span stainless steel roof system under solar radiation24
Comprehensive study on corrosion induced structural deterioration of steel bars in reinforced concrete beams24
Cyclic performance of prefabricated buckling-restrained steel plate shear wall with two-side connections24
Seismic performance of steel tube confined steel reinforced concrete frame with replaceable buckling restrained braces24
Seismic behaviour and modelling of reinforced concrete-filled galvanized corrugated steel tubes24
Axial compression behaviour of circular and square UHPC-filled stainless steel tube columns24
Seismic behavior of precast CFST double-column piers with various connection types24
Experimental and numerical study of prefabricated steel frame with integrated wall panels24
Shear behavior of I-section steel with circular web opening and novel reinforcement24
Post-fire constitutive model on explosively welded stainless-clad bimetallic steel after cold-forming process24
Flexural performance of CFDST beams using recycled aggregate concrete23
Hysteresis performance of steel fiber-reinforced high-strength concrete-filled steel tube columns23
Cold-formed stainless-clad bimetallic steel square hollow section stub columns: Residual stresses, testing, simulation and design23
Building retrofit with reduced web (RWS) and beam (RBS) section limited-ductility connections23
Brittle fracture estimation at ends of groove welded joints under cyclic loading23
Elastoplastic analysis of shear resistance of special-shaped concrete-filled steel tubular connection23
Full-range behavior of bolted connections with oversized holes23
Study on eccentric-compressive behavior of self-locking cooperative modular column23
Performance of hybrid Fe-SMA buckling-restrained braced frames under far-field and near-fault earthquakes23
Generalizing AISC360–22's high-strength CFT member design equations for economical and safety-enhanced design23
Flexural behavior of prefabricated high-strength steel-concrete composite beams with steel block connectors23
Stainless steel I-section beams subjected to combined torsion and bending: Experimental results23
Editorial Board23
Experimental and numerical study on the degradation law of mechanical properties of stress-corrosion steel wire for bridge cables23
Experimental study on mechanical behavior of selective laser melted 316 L stainless steel23
Limit analysis of 3D building structures23
Editorial Board23
Freeze-thaw effects on square CFST stub columns: Compression behavior and design23
Fire resistance and design assessment of Q355 circular hollow section joints23
Eccentric compression behaviour and assessment of CFET short columns offering spherical-cap gaps23
Characterization of pile-up/sink-in phenomena of high-strength steels under loading rate levels using FE analysis and nanoindentation22
Topology optimisation of double-layer grid structures with stability constraints22
Hysteretic behaviour of square-hollow-section T- and X-joints with in-plane bending moment22
Intermediate-point bracing for columns: New stiffness–buckling load formulae22
Numerical analysis of bolt-fastened wedge-BFW-joints under eccentric loading22
Local buckling behaviour of composite shear wall under axial and shear loading22
Cyclic behavior of a replaceable LYP steel link with corrugated web: Parametrical analyses and design recommendations21
Moment gradient factor for steel I-beams with sinusoidal web openings21
Theoretical studies on CFT-column frame SPSW/BRSPSW linked by partial welded connection forms21
Stress-strain models and numerical simulations of high-strength steel Q690E and Q960E at low temperatures21
Seismic retrofitting of SMRFs using varied yielding cross-section damper: A companion paper21
Unified cyclic stress–strain model for square and rectangular UHPC-filled stainless-steel tubular columns21
Effects of cyclic loading and high-temperature cooling on mechanical properties of Q450 weathering steel21
Experimental study on seismic performance of replaceable shear links with low-yield-point steel21
Intelligent prediction method for the collapse time of steel frame structures under fire21
Testing, FE modelling and design of pin-ended stainless steel equal-leg angle section columns and beam–columns21
Hysteretic behavior of cold-formed steel reinforced concrete shear walls with steel meshes21
Axial load ratio effect on wide-flange columns subjected to far field detonations21
Design optimisation for cold rolled steel beam sections with web and flange stiffeners21
Research on factors affecting competitive failure between loosening and fatigue of bolt under combined excitation21
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
Loading test of full-scale composite plate girder with partial encasing21
High-cycle rotating-bending fatigue performance of S690QL welded joints21
Effects of corrosion and pre-fatigue damage on the mechanical properties of HRB400E rebars21
Seismic performance of SMA-prestressed self-centering beam-column joints: Experimental and numerical study21
Experimental study on seismic performance of variable cross section replaceable link21
Low-cycle fatigue of laser-arc hybrid welded S960 high-strength steel joints21
Strengthening Stainless Steel Tubular Beams using Fibre-reinforced Concrete incorporating Sugarcane Bagasse Ash20
New design shear method for the bolted CFS connector in a CFS beam-to-column connection20
Fracture behavior analysis of X80 pipelines welded joints with unequal wall thickness20
Behaviour of tapered CFDST columns with large hollow ratio under combined loads20
Stainless-steel square hollow tubes subjected to low-temperature eccentric compression loads20
Experimental investigation of global-distortional interaction buckling of stainless steel C-beams20
Impact resistance of bridge columns with energy-absorbing crash dampers under vehicle collisions20
Experimental study on a highly efficient shear transfer system for square CFST20
Editorial Board20
Bolt-free post-tensioned connection for steel-framed modular buildings and design for optimal preloading20
Experimental investigation of lateral resistance of CFS walls with rigid diagonal bracings20
Influence of resin asphalt pavement on stress behaviors of double-side welded rib-to-deck joints in orthotropic steel decks20
Flexural behavior of steel-UHPC composite beams with different connectors in negative moment20
Effects of exposure temperature on low–cycle fatigue properties of Q690 high–strength steel20
Local buckling and axial compressive behavior of stainless-clad bimetallic steel-plate composite walls20
Strength model for softened heat-affected zone of S700 butt-welded connections20
Seismic design and testing of EC8-1-2-compliant unstiffened end-plate beam-to-column joints20
Behavior of axially loaded circular CFDAT short columns: Experiment and theoretical model20
Restoring force model of end-plate bolted shear links in eccentrically braced frames20
Characterization of dynamic mechanical properties of LY100, LY160 low-yield-point steels20
Mechanical behavior of a novel compact steel-UHPC joint for hybrid girder bridges: Experimental and numerical investigation20
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
Experimental and numerical study of a novel cold-formed steel T-Stub connection subjected to tension force20
Experimental study and mechanical properties of prefabricated beam-column joint with L-shaped stiffeners20
Seismic response and theoretical analysis of grain bulk material-steel silo structure under earthquake action20
Collapse resistance of steel modular buildings using a simplified inter-module joint model20
Behavior of encased steel-high strength concrete columns against axial and cyclic loading19
Component-based analysis of collapse mechanisms in bolted end-plate steel frames under fire19
Axial compressive behavior of twining-bamboo-confined thin-walled steel tubular columns19
Performance-based plastic design of high-strength steel framed-tube structures fused with replaceable shear links19
A machine learning-based force-finding method for suspend dome structures and case study19
Improving the T-stub component behavior tied to a rigid base19
Seismic fragility analysis of prefabricated self-centering frame structure19
Simplified methods to predict the robustness of steel parking-structure joints19
Discussion on ultimate resistance formulas of high-strength bolts under tensile-shear coupling loading19
Seismic performance of a novel steel-concrete composite beam-column joint19
Improved design method for interaction buckling resistance of welded box-section columns19
Flexural behavior of circular section concrete-filled steel tubes with embedded latticed angles19
Load-transfer mechanism of distribution beams in giant rectangular concrete-filled steel tubular columns19
Axial compressive behavior of stiffened spontaneous combustion coal gangue concrete-filled steel tubular column19
Failure prediction of high-strength steel wires based on Markov chain19
Design rule of grout-filled GFRP tube repaired corroded CHS X-joints19
Lateral behavior and PFI model of sinusoidal corrugated steel plate shear walls19
Large displacement model for the nonlinear behaviour of the face plate component19
Experimental study on dynamic shear-behavior of H-shaped SRC columns under lateral impact loading19
Second-order arbitrarily-located-refined plastic hinge model for high-strength steel frame design19
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
Fatigue properties of Q690 high-strength steel after fire19
Numerical analysis of suspension bridges with box girders subjected to detonations19
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