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 2022-04-01 to 2026-04-01.)
ArticleCitations
Numerical and experimental study of the BUEEP connection using an inner box275
Experimental seismic behaviors of different connections to CFST end-columns in shear walls115
Parametric study of 3D steel moment connections with built-up box column subjected to biaxial cyclic loads105
Editorial Board89
Compressive stiffness of L-stubs in contact with rigid and flexible foundations78
Editorial Board66
Tensile properties of welded joints with delayed hydride crack61
Mechanical performance and design method of two-side-connected SPSW reinforced on free edges60
Interaction and compatibility between steel and concrete of circular CFST stub columns with high-strength materials60
A unified structural strain method for high- and low-cycle fatigue of welded cruciform joints made from various base metals58
Progressive collapse resistance prediction of truss string structures under key chord failure55
Catenary effect of multi-story steel moment frame under asymmetric horizontal constraint55
Out-of-plane behaviour of imperfect beam-column with sinusoidally corrugated web55
Design of cold-formed high-strength steel SHS and RHS columns at elevated temperatures51
Effects of high-temperature cooling and ultralow cyclic loading on mechanical behavior of Q450 weathering steel51
Compressive axial load performance of GFRP–confined recycled aggregate concrete–filled steel tube stub columns50
Editorial Board49
Behaviour and design of double-coped steel beams under combined bending, shear and axial force47
Overload strengthening and seismic performance of existing large-span steel truss structure46
Innovative continuous diagonal with stamped connections for cold-formed steel space trusses45
Mechanical properties and shape-control abilities of a cable dome under asymmetrical loads44
Assessment of the dynamic structural behaviour of storage steel tanks44
Ultimate strength assessment of randomly pitted stiffened panels considering stiffener corrosion43
Modular corrugated steel plate shear wall: The relationship of matching with boundary column in terms of stiffness and strength43
Wind design considerations for base-isolated post-disaster steel buildings in moderate seismic regions42
Size and training effects on the mechanical properties and hysteretic modelling of superelastic SMA plates42
Development of an innovative ring spring-based self-centering friction damper41
Intelligent optimization method for complex steel structures based on internal force state41
Critical temperatures of concrete-filled steel tubular columns for early-warning of fire-induced failure41
Anti-collapse performance of beam-column substructure with angle cleat connection at elevated temperatures41
Paradigm update in the design of long-span railway-crossing bridges40
Impact of member interaction on static mechanical performance of steel-aluminum composite gusset joints40
Performance-based optimum seismic design of cable tray system40
Seismic behavior of steel-sheathed cold-formed steel shear walls with reinforced end columns40
Post-fire mechanical properties of low-alloyed YSt-355-FR (126 % Mo) fire-resistant steel40
Optimised steel frame design using reclaimed steel: Logistics impact on reuse efficiency39
Fire performance of end-restrained circular steel tube confined reinforced concrete columns39
Transverse impact performance and design of rectangular reinforced concrete-filled steel tubular members39
Inelastic numerical analysis-based optimal design of longitudinal stiffeners in steel web plates39
Torsional behaviour of steel-reinforced concrete-filled circular stainless steel tubular specimens37
Axial compressive behavior of an asymmetric steel columns in modular emergency buildings37
Cyclic behavior of sandwich steel plate shear wall with embedded corrugated plate36
Experimental and analytical investigations of steel shear buckling-inhibited energy dissipation devices36
Lateral-distortional buckling of steel-concrete composite beams: Kinematics, constrained-mode GBT and analytical formulae36
Recommendations for Implementing Circular Economy in Construction: Direct Reuse of Steel Structures36
Development of an innovative module-to-core wall connection for steel-framed modular high-rise buildings35
Progressive collapse of steel structures exposed to fire: A critical review35
Behavior of T-stub steel connections bolted to rigid bases35
Seismic performance of a joint with replaceable flange-opening beam segment35
Structural optimization of closed built-up cold-formed steel columns34
Trussed square concrete-filled steel tubular hybrid structures subjected to axial compression34
Experimental and numerical investigation of fire resistance of G550 galvanized steel-concrete slabs34
Experimental and numerical studies on stress concentration factors of CHS-CFSHS X-joints under axial tension and in-plane bending loads34
Shear performance of partially encased composite beams with high-strength steel and UHPC34
Development of a corrugated web shear link for steel moment-resisting frames34
Maximum temperature of steel bridges due to multiple under-bridge fire sources34
Flexural behaviour of rectangular double-opening concrete filled sandwich steel tube (DCFSST) beams33
Axial compression behavior of stainless steel tube-UHPC‑carbon steel tube stub column33
Post-fire mechanical properties of titanium–clad bimetallic steel in different cooling approaches33
Flexural behavior of externally prestressed continuous steel-concrete composite beams32
Fracture modelling of A4–80 stainless steel bolts in different bolted connection components32
High-temperature mechanical properties and failure modes of UHSS wire for cable-supported bridge32
Influence of lumped mass and rotary inertia on seismic isolated post equipment32
Design of axially compressed circular and I-shaped aluminum alloy 6A13-T6 components32
Numerical simulation method and dent-model of circular steel tubes under low-speed impact32
Dynamic response and damage mechanism of parallel wire cables under contact explosion32
Global stability design of grid cylindrical-lattice shells under combined axial compression and bending moment32
Conditional generative adversarial network for welding deformation field prediction of butt-welded plates32
Experimental and numerical studies on hysteresis performance of U-shaped SMA-steel plates damper32
Ultra-low cycle fatigue performance of grid structure with bolted spherical joints32
Axial compression behaviour of circular concrete-filled double-skin steel tubular columns with bolted shear studs: Numerical investigation and design31
Experimental research on the fatigue crack growth behaviour of Q420C31
Static performance of welded hollow sphere joints with trapezoidal ribs under both axial compression and bending moment31
Seismic demand amplification of steel frames with SMAs induced by earthquake sequences31
Buckling and fracture behavior of cold formed carbon/stainless steel tubular braces under far field and near fault loadings31
Seismic performance of a double-hinge steel frame joint with replaceable T-shape energy dissipator31
Analysis of SCF parameters in two planar joints in offshore wind turbine support structures31
Development of large-scale SMA angles: Experiment, simulation and discussion30
Seismic behaviour and modelling of reinforced concrete-filled galvanized corrugated steel tubes30
Experimental investigation on coordinated deformation of steel rail-fastener-track-girder system under girder misalignment30
Seismic performance of composite jacket-confined square high-strength concrete-filled steel tube columns30
Flexural performance of CFDST beams using recycled aggregate concrete30
Post-fire constitutive model on explosively welded stainless-clad bimetallic steel after cold-forming process30
Refinement of unified design formula for CFST stub columns under axial compression30
Fatigue evaluation and structural optimization of rib-to-diaphragm connection in orthotropic steel decks30
Cyclic experiments on screwed connections for corrugated steel sheathed CFS shear walls29
Cyclic performance of prefabricated buckling-restrained steel plate shear wall with two-side connections29
Buckling-restrained brace with multiple steel bar cores using SHS outer tube29
Experimental cyclic behaviour and constitutive modelling of A380 cast aluminium alloy29
Compressive performance of CFSST columns with openings: Experimental, numerical investigation and design29
Experimental investigation on post-fire tensile properties of high-strength short tail swage-locking pins29
Seismic performance of steel tube confined steel reinforced concrete frame with replaceable buckling restrained braces29
Numerical research on dynamic behavior of CFRP-strengthened steel tubular Y-joints under blast29
Compressive behavior of double-skin composite walls considering local buckling and post-buckling effect28
Experimental, numerical and theoretical study on the steel-grid-shear-wall connected to frame-beams only28
Triple-actuator apparatus for strength experiments of cold-formed steel members in combined loadings28
Analysis of vibration reduction performance for the novel tension-only vibration reduction device28
Direct displacement-based design method of seismic resilient multiple-rocking-column steel frame28
Numerical simulation and theoretical analysis of composite wall with built-in steel plate28
Mechanical characteristics of flange joints for corrugated steel plate: Experiment and simulation28
Seismic optimization design of buckling-restrained braced frames for uniform damage criterion28
Experimental study on seismic performance of prefabricated fully-bolted exterior diaphragm joint28
Effect of geometry on flexural behavior of optimal designed web-expanded beams27
Horizontal self-centering structural system in steel structures diaphragms27
Investigation into the nonuniform temperature effect of a large-span stainless steel roof system under solar radiation27
Experimental-numerical assessment of laterally-loaded CFS frames with steel sheathing and K-shaped braces27
Editorial Board27
Bending performance of bolted beam-column joints with T-stubs27
Editorial Board27
Elevated temperature properties of steel butt weldments27
Calibration and application of damage and rate-dependent constitutive model for SPCE steel27
Hysteresis performance of steel fiber-reinforced high-strength concrete-filled steel tube columns27
Analysis of behavioral characteristics according to the fixing condition of pallet rack27
Overturning effects on seismic performance of the hybrid friction-based seismic isolation system27
Experimental and analytical performance of replaceable shear fuse connections for heavy beams27
Interfacial bond strength of SCFST composite columns after freeze-thaw cycles27
Axial compression behaviour of circular and square UHPC-filled stainless steel tube columns26
Performance-based-plastic-design of damage-control steel MRFs equipped with self-centring energy dissipation bays26
Experimental study on CFRP reinforcement and static performance of CHS KT-joints26
Seismic behavior of precast CFST double-column piers with various connection types26
Eccentric compression behaviour of precast H-shaped steel support in foundation pit engineering26
Static performance of multi-planar CFST chord-CHS brace KK joints25
Improved seismic resilience of existing steel moment frame by built-in continuous columns25
Seismic behavior of lightweight steel frame with thin-walled steel skeleton-lightweight concrete wall25
Shear behavior of I-section steel with circular web opening and novel reinforcement25
Experimental analysis of beam-to-column connection with partially encased concrete column with varying inertia axis25
Axial compression performance of high-temperature-exposed concrete-filled steel tubular columns repaired with carbon fiber reinforced polymer25
Seismic behavior of connections between H-beams and L-shaped column composed of concrete-filled steel tube mono-columns connected by double vertical plates25
Progressive collapse performance of beam-column joint with WUF-B-RW connection after high temperature25
Experimental, theoretical, and numerical investigation of a novel self-centering energy-dissipative brace24
Structural behaviour of demountable tubular column-to-base plate joints with welded studs24
Comparing traditional and suction piles in steel design of wind turbine structures24
I-section stainless steel portal frames: Loading tests and numerical modelling24
Fatigue performance of rib-to-deck joints in orthotropic steel deck with PWHT24
Compression-bending-torsion bearing performance of CFST jacket foundation for offshore wind turbines24
Comparison of seismic resilience of steel frame structure equipped with double-stage and conventional buckling-restrained braces24
Design of pin connections between steel members24
Seismic behavior of modular steel beam-column connection with H-shaped bracket24
Out-of-flatness of steel plate girder webs, part I: Tolerance review and measurements24
Experimental and numerical study of prefabricated steel frame with integrated wall panels24
Experimental investigation on post-high temperature mechanical properties of aluminum‑lithium alloy 219524
Prediction of load-deformation relations for CFDST columns through machine learning methods24
Numerical study on the anti-impact performance of novel concrete-filled steel tubular joint with corrugated web and cover plates23
Development and validation of a model to calculate full-range response of bolted angle cleats in bending23
Experimental and theoretical investigation of the high-cycle fatigue failure mechanism of M24 high-strength bolts23
Enhanced Radial Stress Method (RSM) for cellular beams in EN 1993-1-13 to account for elasto-plastic behaviour23
Experimental and numerical study on the degradation law of mechanical properties of stress-corrosion steel wire for bridge cables23
Study on eccentric-compressive behavior of self-locking cooperative modular column23
Effect of loading sequence on the ultra-low-cycle fatigue performance of all-steel BRBs23
Finite element analysis of locally strengthened stainless-steel tube under lateral impact loading23
Behavior of two-storey welded steel frames strengthened with external prestressed strands23
Seismic performance and collapse assessment of a steel boundary frame with non-gapping beam-to-column rocking connections with buckling-restrained brace structural fuses23
Numerical investigation on seismic resilient steel beam-to-column connections with replaceable buckling-restrained fuses23
Experimental and numerical exploration for the design of swift-constructed demountable blind bolts23
Numerical simulation with an improved ductile fracture model for steel connections considering effect of element size23
Comprehensive study on corrosion induced structural deterioration of steel bars in reinforced concrete beams23
Effect of curing temperature on bonding fatigue performance of CFRP-steel interface23
Out-of-plane flexural behavior of assembled composite shear wall23
Experimental and numerical study on the behavior of novel multi-segment replaceable steel shear links23
Stainless steel I-section beams subjected to combined torsion and bending: Experimental results22
Local buckling behaviour of composite shear wall under axial and shear loading22
Behavior of axially loaded circular CFDAT short columns: Experiment and theoretical model22
Generalizing AISC360–22's high-strength CFT member design equations for economical and safety-enhanced design22
Design optimisation for cold rolled steel beam sections with web and flange stiffeners22
Experimental study and mechanical properties of prefabricated beam-column joint with L-shaped stiffeners22
Numerical analysis of bolt-fastened wedge-BFW-joints under eccentric loading22
Editorial Board22
Mechanical behavior of a novel compact steel-UHPC joint for hybrid girder bridges: Experimental and numerical investigation22
Hysteretic behavior of cold-formed steel reinforced concrete shear walls with steel meshes22
Topology optimisation of double-layer grid structures with stability constraints22
Influence of resin asphalt pavement on stress behaviors of double-side welded rib-to-deck joints in orthotropic steel decks22
Characterization of pile-up/sink-in phenomena of high-strength steels under loading rate levels using FE analysis and nanoindentation22
Experimental study on mechanical behavior of selective laser melted 316 L stainless steel22
Flexural behavior of prefabricated high-strength steel-concrete composite beams with steel block connectors22
Elastoplastic analysis of shear resistance of special-shaped concrete-filled steel tubular connection22
Loading test of full-scale composite plate girder with partial encasing22
Effects of cyclic loading and high-temperature cooling on mechanical properties of Q450 weathering steel22
Editorial Board22
Stress-strain models and numerical simulations of high-strength steel Q690E and Q960E at low temperatures22
Limit analysis of 3D building structures22
Testing, FE modelling and design of pin-ended stainless steel equal-leg angle section columns and beam–columns21
Theoretical studies on CFT-column frame SPSW/BRSPSW linked by partial welded connection forms21
Cold-formed stainless-clad bimetallic steel square hollow section stub columns: Residual stresses, testing, simulation and design21
Seismic behavior of square FRRC-CFST columns: Experiment, FEM, and multi-scale monitoring21
Seismic performance of SMA-prestressed self-centering beam-column joints: Experimental and numerical study21
Axial load ratio effect on wide-flange columns subjected to far field detonations21
Experimental investigation of global-distortional interaction buckling of stainless steel C-beams21
Unified cyclic stress–strain model for square and rectangular UHPC-filled stainless-steel tubular columns21
Parametric BIM-based environmental and economic performance of high-strength steel in high-rise buildings21
Hysteretic behaviour of square-hollow-section T- and X-joints with in-plane bending moment21
Experimental investigation of lateral resistance of CFS walls with rigid diagonal bracings21
Effects of corrosion and pre-fatigue damage on the mechanical properties of HRB400E rebars21
Stainless-steel square hollow tubes subjected to low-temperature eccentric compression loads21
Performance of hybrid Fe-SMA buckling-restrained braced frames under far-field and near-fault earthquakes21
Local buckling and axial compressive behavior of stainless-clad bimetallic steel-plate composite walls21
Damage assessment method for natural gas pipeline dents via modified Mohr-Coulomb criterion21
Experimental investigation of cold-formed stainless steel tubular T-joints with loaded chord21
Intermediate-point bracing for columns: New stiffness–buckling load formulae21
Low-cycle fatigue of laser-arc hybrid welded S960 high-strength steel joints21
A new orthotropic steel deck system incorporating two novel structural details21
Impact resistance of bridge columns with energy-absorbing crash dampers under vehicle collisions21
Experimental study on shear performance of double-cover-plate one-side high-strength bolts21
Intelligent prediction method for the collapse time of steel frame structures under fire21
Seismic retrofitting of SMRFs using varied yielding cross-section damper: A companion paper21
Bolt-free post-tensioned connection for steel-framed modular buildings and design for optimal preloading21
Strength model for softened heat-affected zone of S700 butt-welded connections21
Behaviour of tapered CFDST columns with large hollow ratio under combined loads21
Building retrofit with reduced web (RWS) and beam (RBS) section limited-ductility connections21
Fracture behavior analysis of X80 pipelines welded joints with unequal wall thickness21
Experimental study on dynamic shear-behavior of H-shaped SRC columns under lateral impact loading20
A component-based macro-mechanical model for inter-module connections in steel volumetric buildings20
Fire resistance and design assessment of Q355 circular hollow section joints20
High-cycle rotating-bending fatigue performance of S690QL welded joints20
Experimental study on seismic performance of variable cross section replaceable link20
Cyclic behavior of a replaceable LYP steel link with corrugated web: Parametrical analyses and design recommendations20
Freeze-thaw effects on square CFST stub columns: Compression behavior and design20
Improving the T-stub component behavior tied to a rigid base20
Load-transfer mechanism of distribution beams in giant rectangular concrete-filled steel tubular columns20
Stability bearing capacity of equal-leg angle steel columns with end connection joints20
Damage modes and mechanism of steel-concrete composite bridge slabs under contact explosion20
Restoring force model of end-plate bolted shear links in eccentrically braced frames20
Experimental study on seismic performance of replaceable shear links with low-yield-point steel20
Flexural behavior of steel-UHPC composite beams with different connectors in negative moment20
Eccentric compression behaviour and assessment of CFET short columns offering spherical-cap gaps20
New design shear method for the bolted CFS connector in a CFS beam-to-column connection20
Characterization of dynamic mechanical properties of LY100, LY160 low-yield-point steels20
Proposal for a deployable architectural umbrella using scissor linkages and foldable plates20
Compressive performance of an innovative tall pier with composite box section20
Impact of unique practice in concentrically braced frames on their seismic performance20
Flexural behaviour of aluminium–concrete–steel double-skin (SHS outer and CHS inner) tubes20
Experimental and numerical study of a novel cold-formed steel T-Stub connection subjected to tension force20
Full-range behavior of bolted connections with oversized holes20
Seismic response and theoretical analysis of grain bulk material-steel silo structure under earthquake action20
Weld design for large ꞵ-ratio CHS X-connections. I: Experiments and finite element model validation20
Moment gradient factor for steel I-beams with sinusoidal web openings20
Editorial Board20
Strain-controlled torsional fatigue and fracture of EQ56 high-strength steel20
A machine learning-based force-finding method for suspend dome structures and case study20
Strengthening Stainless Steel Tubular Beams using Fibre-reinforced Concrete incorporating Sugarcane Bagasse Ash20
Simplified methods to predict the robustness of steel parking-structure joints19
Testing and analysis of aluminium H-sections subjected to local buckling19
Fatigue crack growth under overload/underload in different strength structural steels19
Flexural behavior of circular section concrete-filled steel tubes with embedded latticed angles19
Fatigue properties of Q690 high-strength steel after fire19
Large displacement model for the nonlinear behaviour of the face plate component19
Performance-based failure risk evaluation of transmission tower-line systems subjected to sequential earthquakes19
Structural behavior of steel-concrete-steel sandwich slender and deep beams considering different connectors19
Numerical analysis of suspension bridges with box girders subjected to detonations19
Design of cold-formed high strength steel rectangular hollow section T-joints under post-fire conditions19
Axial compressive behavior of twining-bamboo-confined thin-walled steel tubular columns19
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