Journal of Constructional Steel Research

Papers
(The TQCC of Journal of Constructional Steel Research is 10. 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 2021-06-01 to 2025-06-01.)
ArticleCitations
Effects of high-temperature cooling and ultralow cyclic loading on mechanical behavior of Q450 weathering steel213
Progressive collapse resistance prediction of truss string structures under key chord failure86
Post-fire mechanical properties of low-alloyed YSt-355-FR (126 % Mo) fire-resistant steel79
Experimental seismic behaviors of different connections to CFST end-columns in shear walls77
Parametric study of 3D steel moment connections with built-up box column subjected to biaxial cyclic loads73
Lateral-distortional buckling of steel-concrete composite beams: Kinematics, constrained-mode GBT and analytical formulae72
Ultimate strength assessment of randomly pitted stiffened panels considering stiffener corrosion60
Tensile properties of welded joints with delayed hydride crack57
Experimental study and parameter determination of cyclic constitutive model for bridge steels52
Impact of member interaction on static mechanical performance of steel-aluminum composite gusset joints52
Global stability design of grid cylindrical-lattice shells under combined axial compression and bending moment52
Flexural behaviour of rectangular double-opening concrete filled sandwich steel tube (DCFSST) beams51
Axial compression behavior of stainless steel tube-UHPC‑carbon steel tube stub column51
Development of an innovative ring spring-based self-centering friction damper50
A unified structural strain method for high- and low-cycle fatigue of welded cruciform joints made from various base metals50
Size and training effects on the mechanical properties and hysteretic modelling of superelastic SMA plates49
Modular corrugated steel plate shear wall: The relationship of matching with boundary column in terms of stiffness and strength49
Maximum temperature of steel bridges due to multiple under-bridge fire sources48
Experimental research on the fatigue crack growth behaviour of Q420C47
Experimental and numerical investigation of fire resistance of G550 galvanized steel-concrete slabs47
Shear performance of partially encased composite beams with high-strength steel and UHPC47
Threshold stiffness of lateral bracing in systems of parallel compression members47
Deformation capacity of 400 N/mm2 class structural steel under extremely large strains47
Catenary effect of multi-story steel moment frame under asymmetric horizontal constraint45
Numerical and experimental study of the BUEEP connection using an inner box44
Editorial Board44
Buckling and fracture behavior of cold formed carbon/stainless steel tubular braces under far field and near fault loadings44
Seismic performance of a double-hinge steel frame joint with replaceable T-shape energy dissipator44
Editorial Board44
Mixed-mode fatigue crack growth analysis of I-shaped steel girders with trapezoidal corrugated-webs43
Assessment of the dynamic structural behaviour of storage steel tanks43
Fracture modelling of A4–80 stainless steel bolts in different bolted connection components43
Wind design considerations for base-isolated post-disaster steel buildings in moderate seismic regions42
Theoretical and experimental study on axial compression concrete-filled tubes with different confinements42
Behaviour and design of double-coped steel beams under combined bending, shear and axial force42
Performance-based optimum seismic design of cable tray system42
Compressive stiffness of L-stubs in contact with rigid and flexible foundations42
Static performance of welded hollow sphere joints with trapezoidal ribs under both axial compression and bending moment41
Interaction and compatibility between steel and concrete of circular CFST stub columns with high-strength materials39
Compressive axial load performance of GFRP–confined recycled aggregate concrete–filled steel tube stub columns39
Numerical and databased investigations on the fatigue of cruciform joints with gaps39
Mechanical performance and design method of two-side-connected SPSW reinforced on free edges39
Fatigue behaviour of load-carrying fillet-welded cruciform joints of austenitic stainless steel39
Trussed square concrete-filled steel tubular hybrid structures subjected to axial compression38
Fire performance of composite columns made of high strength steel and concrete38
Conditional generative adversarial network for welding deformation field prediction of butt-welded plates38
Cyclic behavior of sandwich steel plate shear wall with embedded corrugated plate37
Structural optimization of closed built-up cold-formed steel columns37
Axial compression behaviour of circular concrete-filled double-skin steel tubular columns with bolted shear studs: Numerical investigation and design37
Experimental and analytical investigations of steel shear buckling-inhibited energy dissipation devices37
Paradigm update in the design of long-span railway-crossing bridges36
Mechanical properties and shape-control abilities of a cable dome under asymmetrical loads36
Seismic performance of composite jacket-confined square high-strength concrete-filled steel tube columns36
Post-fire behaviour of cold-formed high strength steel tubular T- and X-joints36
Sidesway collapse capacity of the bottom-story-stiffness-irregular moment-resisting frames36
Seismic behavior of steel-sheathed cold-formed steel shear walls with reinforced end columns35
Seismic demand amplification of steel frames with SMAs induced by earthquake sequences35
Intelligent optimization method for complex steel structures based on internal force state34
Development of an innovative module-to-core wall connection for steel-framed modular high-rise buildings34
Effect of bending process on the fatigue behaviour of high strength steel34
Ultra-low cycle fatigue performance of grid structure with bolted spherical joints34
Influence of lumped mass and rotary inertia on seismic isolated post equipment33
Out-of-plane behaviour of imperfect beam-column with sinusoidally corrugated web33
Critical temperatures of concrete-filled steel tubular columns for early-warning of fire-induced failure33
More efficient design of reduced beam sections (RBS) for maximum seismic performance33
Collapse testing of steel-concrete composite floor systems under an exterior-column-removal scenario33
Recommendations for Implementing Circular Economy in Construction: Direct Reuse of Steel Structures32
Dynamic response and damage mechanism of parallel wire cables under contact explosion32
Behavior of T-stub steel connections bolted to rigid bases32
Experimental and numerical studies on hysteresis performance of U-shaped SMA-steel plates damper32
Development of a corrugated web shear link for steel moment-resisting frames32
Progressive collapse of steel structures exposed to fire: A critical review32
Editorial Board31
Flexural behavior of externally prestressed continuous steel-concrete composite beams31
Post-fire mechanical properties of titanium–clad bimetallic steel in different cooling approaches31
Calibration and application of damage and rate-dependent constitutive model for SPCE steel31
High-temperature mechanical properties and failure modes of UHSS wire for cable-supported bridge31
Influence of composite floor slab on seismic performance of steel plate shear walls31
Optimisation of cold-formed steel beams for best seismic performance in bolted moment connections31
Editorial Board30
Overturning effects on seismic performance of the hybrid friction-based seismic isolation system30
Progressive collapse performance of beam-column joint with WUF-B-RW connection after high temperature30
Shear behavior of I-section steel with circular web opening and novel reinforcement30
Refinement of unified design formula for CFST stub columns under axial compression29
Design of pin connections between steel members29
Cyclic performance of prefabricated buckling-restrained steel plate shear wall with two-side connections29
Fatigue performance of rib-to-deck joints in orthotropic steel deck with PWHT28
Effect of geometry on flexural behavior of optimal designed web-expanded beams28
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
Horizontal self-centering structural system in steel structures diaphragms28
Cyclic experiments on screwed connections for corrugated steel sheathed CFS shear walls28
Interfacial bond strength of SCFST composite columns after freeze-thaw cycles28
Direct displacement-based design method of seismic resilient multiple-rocking-column steel frame28
Effect of curing temperature on bonding fatigue performance of CFRP-steel interface28
Seismic optimization design of buckling-restrained braced frames for uniform damage criterion28
Comprehensive study on corrosion induced structural deterioration of steel bars in reinforced concrete beams28
Cyclic tests for assembled X-shaped buckling restrained brace using two unconnected steel plate braces27
Seismic behavior of lightweight steel frame with thin-walled steel skeleton-lightweight concrete wall27
Influence of imperfections on the progressive collapse of steel moment resisting frames27
Investigation into the nonuniform temperature effect of a large-span stainless steel roof system under solar radiation27
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 investigation on post-high temperature mechanical properties of aluminum‑lithium alloy 219527
Effect of loading sequence on the ultra-low-cycle fatigue performance of all-steel BRBs27
Experimental, numerical and theoretical study on the steel-grid-shear-wall connected to frame-beams only27
Numerical simulation with an improved ductile fracture model for steel connections considering effect of element size27
Fire response of horizontally curved continuous composite bridge girders27
Compressive behavior of double-skin composite walls considering local buckling and post-buckling effect27
Numerical simulation and theoretical analysis of composite wall with built-in steel plate27
Development of large-scale SMA angles: Experiment, simulation and discussion27
Comparison of seismic resilience of steel frame structure equipped with double-stage and conventional buckling-restrained braces26
Finite element analysis of locally strengthened stainless-steel tube under lateral impact loading26
Axial compression performance of high-temperature-exposed concrete-filled steel tubular columns repaired with carbon fiber reinforced polymer26
Hysteresis performance of steel fiber-reinforced high-strength concrete-filled steel tube columns26
Comparing traditional and suction piles in steel design of wind turbine structures26
Analysis of vibration reduction performance for the novel tension-only vibration reduction device26
Numerical research on dynamic behavior of CFRP-strengthened steel tubular Y-joints under blast26
Seismic behavior of connections between H-beams and L-shaped column composed of concrete-filled steel tube mono-columns connected by double vertical plates26
Mechanical characteristics of flange joints for corrugated steel plate: Experiment and simulation26
I-section stainless steel portal frames: Loading tests and numerical modelling25
Analysis of behavioral characteristics according to the fixing condition of pallet rack25
Out-of-flatness of steel plate girder webs, part I: Tolerance review and measurements25
Improved seismic resilience of existing steel moment frame by built-in continuous columns25
Out-of-plane flexural behavior of assembled composite shear wall25
Elevated temperature properties of steel butt weldments25
Buckling-restrained brace with multiple steel bar cores using SHS outer tube24
Research on the specially-shaped corrugated steel plate shear walls with horizontal corrugation24
Performance-based-plastic-design of damage-control steel MRFs equipped with self-centring energy dissipation bays24
Cyclic behavior of T-stub connection to hollow section steel column using TSOBs24
Numerical investigation on seismic resilient steel beam-to-column connections with replaceable buckling-restrained fuses24
Numerical study on the anti-impact performance of novel concrete-filled steel tubular joint with corrugated web and cover plates24
Seismic behavior of precast CFST double-column piers with various connection types24
Bending performance of bolted beam-column joints with T-stubs24
Full-range behaviour of T-stubs with various yield line patterns24
Triple-actuator apparatus for strength experiments of cold-formed steel members in combined loadings24
Experimental and analytical performance of replaceable shear fuse connections for heavy beams24
Experimental investigation on recycled aggregate concrete filled steel tubular stub columns under axial compression24
Symmetric friction dampers in beam-to-column joints for low-damage steel MRFs23
Development and validation of a model to calculate full-range response of bolted angle cleats in bending23
Fatigue evaluation and structural optimization of rib-to-diaphragm connection in orthotropic steel decks23
Experimental and numerical study on the degradation law of mechanical properties of stress-corrosion steel wire for bridge cables23
Post-fire constitutive model on explosively welded stainless-clad bimetallic steel after cold-forming process23
Axial compression behaviour of circular and square UHPC-filled stainless steel tube columns23
Experimental study on seismic performance of prefabricated fully-bolted exterior diaphragm joint23
Static performance of multi-planar CFST chord-CHS brace KK joints23
Reliability assessment of connections with slip-critical bolts and fillet welds in combination23
Prediction of load-deformation relations for CFDST columns through machine learning methods23
Experimental and numerical study on the behavior of novel multi-segment replaceable steel shear links23
Experimental study on CFRP reinforcement and static performance of CHS KT-joints23
Seismic behaviour and modelling of reinforced concrete-filled galvanized corrugated steel tubes23
Flexural performance of CFDST beams using recycled aggregate concrete23
Experimental-numerical assessment of laterally-loaded CFS frames with steel sheathing and K-shaped braces23
Experimental and numerical exploration for the design of swift-constructed demountable blind bolts23
Post-fire mechanical properties of base metal and welds of Q235 steel23
Experimental and numerical study of a novel cold-formed steel T-Stub connection subjected to tension force23
Experimental and numerical research on mechanical behavior of prestressed high-strength bolt joint22
Design of Cold-Formed Steel Back-To-Back Connected Built-up Beams22
Parametric investigation on the design of RBS moment connections with jumbo beams and columns'. Journal of Constructional Steel Research 177 (2021) Start page–End page/10643622
Local buckling behaviour of composite shear wall under axial and shear loading22
Building retrofit with reduced web (RWS) and beam (RBS) section limited-ductility connections22
Editorial Board22
Testing, FE modelling and design of pin-ended stainless steel equal-leg angle section columns and beam–columns22
Seismic retrofitting of SMRFs using varied yielding cross-section damper: A companion paper22
Behaviour and design of stainless steel-concrete composite beam-to-column joints22
Stress-strain models and numerical simulations of high-strength steel Q690E and Q960E at low temperatures22
Impact resistance of bridge columns with energy-absorbing crash dampers under vehicle collisions22
Seismic collapse assessment of steel plate shear walls considering the mainshock–aftershock effects22
Hysteretic behavior of cold-formed steel reinforced concrete shear walls with steel meshes22
Loading test of full-scale composite plate girder with partial encasing22
Efficient geometric nonlinear elastic analysis for design of steel structures: Benchmark studies22
Steel I-sections resistance under compression or bending by the Overall Interaction Concept22
Hysteretic behaviour of square-hollow-section T- and X-joints with in-plane bending moment22
Numerical analysis of bolt-fastened wedge-BFW-joints under eccentric loading21
Moment gradient factor for steel I-beams with sinusoidal web openings21
Experimental and numerical investigation of axial compressive strength of unstiffened slender tapered-webs21
Editorial Board21
Topology optimisation of double-layer grid structures with stability constraints21
Testing and analysis of a full-scale steel-framed building including the consideration of structure-cladding interaction21
Experimental investigation of cold-formed stainless steel tubular T-joints with loaded chord21
Strength design of T-shaped stainless steel core plate wall under axial compression21
Influence of resin asphalt pavement on stress behaviors of double-side welded rib-to-deck joints in orthotropic steel decks21
Intermediate-point bracing for columns: New stiffness–buckling load formulae21
New design shear method for the bolted CFS connector in a CFS beam-to-column connection21
Design optimisation for cold rolled steel beam sections with web and flange stiffeners21
Characterization of dynamic mechanical properties of LY100, LY160 low-yield-point steels21
Elastoplastic analysis of shear resistance of special-shaped concrete-filled steel tubular connection21
Compact and slender box concrete-filled stainless steel tubes under compression, bending, and combined loading20
Research on factors affecting competitive failure between loosening and fatigue of bolt under combined excitation20
Seismic performance of SMA-prestressed self-centering beam-column joints: Experimental and numerical study20
Eccentric compression behaviour and assessment of CFET short columns offering spherical-cap gaps20
Experimental investigation of lateral resistance of CFS walls with rigid diagonal bracings20
Stainless steel I-section beams subjected to combined torsion and bending: Experimental results20
Effects of cyclic loading and high-temperature cooling on mechanical properties of Q450 weathering steel20
Fire resistance and design assessment of Q355 circular hollow section joints20
Local buckling and axial compressive behavior of stainless-clad bimetallic steel-plate composite walls20
Study on fracture properties of duplex stainless steel and its weld based on micromechanical models20
Experimental study and mechanical properties of prefabricated beam-column joint with L-shaped stiffeners20
Brittle fracture estimation at ends of groove welded joints under cyclic loading20
Simplified seismic design procedure for steel MRF structure with nonlinear viscous dampers20
Stainless-steel square hollow tubes subjected to low-temperature eccentric compression loads20
Mechanical behavior of a novel compact steel-UHPC joint for hybrid girder bridges: Experimental and numerical investigation20
Experimental study on seismic performance of variable cross section replaceable link20
Advanced line-finite-element for lateral-torsional buckling of beams with torsion and warping restraints19
Generalizing AISC360–22's high-strength CFT member design equations for economical and safety-enhanced design19
Fracture investigation of different welded steel beam-column connections under three-point bending test19
Seismic response and theoretical analysis of grain bulk material-steel silo structure under earthquake action19
Intelligent prediction method for the collapse time of steel frame structures under fire19
Restoring force model of end-plate bolted shear links in eccentrically braced frames19
Flexural behavior of prefabricated high-strength steel-concrete composite beams with steel block connectors19
High-cycle rotating-bending fatigue performance of S690QL welded joints19
Experimental study on steel-reinforced concrete-filled steel tubular columns under the fire19
Effects of corrosion and pre-fatigue damage on the mechanical properties of HRB400E rebars19
Behaviour of tapered CFDST columns with large hollow ratio under combined loads19
A new orthotropic steel deck system incorporating two novel structural details19
Cyclic behavior of a replaceable LYP steel link with corrugated web: Parametrical analyses and design recommendations19
Fatigue performance of Q345 structural steel after natural cooling from elevated temperatures19
Effects of exposure temperature on low–cycle fatigue properties of Q690 high–strength steel19
Axial load ratio effect on wide-flange columns subjected to far field detonations19
Flexural behavior of steel-UHPC composite beams with different connectors in negative moment19
Experimental study on seismic performance of replaceable shear links with low-yield-point steel19
Local buckling of hot-rolled stainless steel channel section stub columns after exposure to fire19
Experimental investigation of global-distortional interaction buckling of stainless steel C-beams19
A component-based macro-mechanical model for inter-module connections in steel volumetric buildings19
Bolt-free post-tensioned connection for steel-framed modular buildings and design for optimal preloading19
Fracture behavior analysis of X80 pipelines welded joints with unequal wall thickness19
Ductile fracture simulation of cold-formed high strength steel using GTN damage model18
Strengthening Stainless Steel Tubular Beams using Fibre-reinforced Concrete incorporating Sugarcane Bagasse Ash18
BIM-based intelligent optimization of complex steel joints using SVM and NSGA-II18
Experimental research on fatigue crack growth behavior of Q690D high strength steel18
Load-transfer mechanism of distribution beams in giant rectangular concrete-filled steel tubular columns18
The capacities of unstiffened T-stubs with thin plates and large bolts18
Discussion on ultimate resistance formulas of high-strength bolts under tensile-shear coupling loading18
Editorial Board18
Improved design method for interaction buckling resistance of welded box-section columns18
Experimental investigation on flexural performance of T-joint concrete-filled steel tube with PBL18
Structural behaviour of a novel demountable interlocking shear connection: Test, modelling and design18
Experimental study on dynamic shear-behavior of H-shaped SRC columns under lateral impact loading18
Strain-controlled torsional fatigue and fracture of EQ56 high-strength steel18
Damage modes and mechanism of steel-concrete composite bridge slabs under contact explosion18
Improving the mechanical characteristics of semi-rigid saddle connections18
Experimental and numerical study of X-type energy dissipation device under impact loads18
A machine learning-based force-finding method for suspend dome structures and case study18
Compressive performance of an innovative tall pier with composite box section18
Seismic performance of resilient beam-column connection using replaceable stiffener angle steel18
Full-scale tests on two-story SCBFs with Through–Gusset Plate in brace-to-CFT column connections18
Performance-based plastic design of high-strength steel framed-tube structures fused with replaceable shear links18
Second-order arbitrarily-located-refined plastic hinge model for high-strength steel frame design18
Editorial Board18
Seismic and resilient assessment on moment resisting frames with novel self-centering viscous dampers18
Experimental study on a highly efficient shear transfer system for square CFST18
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