Journal of Constructional Steel Research

Article	Citations
Experimental seismic behaviors of different connections to CFST end-columns in shear walls	117
Parametric study of 3D steel moment connections with built-up box column subjected to biaxial cyclic loads	107
Editorial Board	79
Tensile properties of welded joints with delayed hydride crack	66
Flexural behaviour of rectangular double-opening concrete filled sandwich steel tube (DCFSST) beams	65
Ultimate strength assessment of randomly pitted stiffened panels considering stiffener corrosion	62
Mechanical properties and shape-control abilities of a cable dome under asymmetrical loads	61
Development of an innovative ring spring-based self-centering friction damper	57
Seismic performance of composite jacket-confined square high-strength concrete-filled steel tube columns	56
Structural optimization of closed built-up cold-formed steel columns	55
Effects of high-temperature cooling and ultralow cyclic loading on mechanical behavior of Q450 weathering steel	54
Modular corrugated steel plate shear wall: The relationship of matching with boundary column in terms of stiffness and strength	53
Behaviour and design of double-coped steel beams under combined bending, shear and axial force	51
Axial compression behavior of stainless steel tube-UHPC‑carbon steel tube stub column	50
Influence of lumped mass and rotary inertia on seismic isolated post equipment	48
Editorial Board	47
Innovative continuous diagonal with stamped connections for cold-formed steel space trusses	46
Mechanical performance and design method of two-side-connected SPSW reinforced on free edges	45
Design of cold-formed high-strength steel SHS and RHS columns at elevated temperatures	45
Overload strengthening and seismic performance of existing large-span steel truss structure	45
Progressive collapse resistance prediction of truss string structures under key chord failure	44
Catenary effect of multi-story steel moment frame under asymmetric horizontal constraint	43
Development of a corrugated web shear link for steel moment-resisting frames	43
Anti-collapse performance of beam-column substructure with angle cleat connection at elevated temperatures	42
Analysis of SCF parameters in two planar joints in offshore wind turbine support structures	42

Post-fire mechanical properties of low-alloyed YSt-355-FR (126 % Mo) fire-resistant steel	42
Experimental and numerical studies on stress concentration factors of CHS-CFSHS X-joints under axial tension and in-plane bending loads	42
Size and training effects on the mechanical properties and hysteretic modelling of superelastic SMA plates	42
Experimental research on the fatigue crack growth behaviour of Q420C	41
Static performance of welded hollow sphere joints with trapezoidal ribs under both axial compression and bending moment	41
Seismic demand amplification of steel frames with SMAs induced by earthquake sequences	40
Performance-based optimum seismic design of cable tray system	40
Axial compression behaviour of circular concrete-filled double-skin steel tubular columns with bolted shear studs: Numerical investigation and design	40
Paradigm update in the design of long-span railway-crossing bridges	40
Inelastic numerical analysis-based optimal design of longitudinal stiffeners in steel web plates	39
Experimental and analytical investigations of steel shear buckling-inhibited energy dissipation devices	39
Seismic performance of a joint with replaceable flange-opening beam segment	39
Initial global imperfections of L-shaped double steel plate composite walls	39
Behavior of T-stub steel connections bolted to rigid bases	38
Buckling and fracture behavior of cold formed carbon/stainless steel tubular braces under far field and near fault loadings	37
Fire performance of end-restrained circular steel tube confined reinforced concrete columns	37
Seismic behavior of steel-sheathed cold-formed steel shear walls with reinforced end columns	36
Wind design considerations for base-isolated post-disaster steel buildings in moderate seismic regions	36
Impact of member interaction on static mechanical performance of steel-aluminum composite gusset joints	36
Intelligent optimization method for complex steel structures based on internal force state	36
Ultra-low cycle fatigue performance of grid structure with bolted spherical joints	36
Numerical simulation method and dent-model of circular steel tubes under low-speed impact	35
Global stability design of grid cylindrical-lattice shells under combined axial compression and bending moment	35
High-temperature mechanical properties and failure modes of UHSS wire for cable-supported bridge	35
Conditional generative adversarial network for welding deformation field prediction of butt-welded plates	35
Progressive collapse of steel structures exposed to fire: A critical review	35
Axial compressive behavior of an asymmetric steel columns in modular emergency buildings	34
Dynamic response and damage mechanism of parallel wire cables under contact explosion	34
Flexural behavior of externally prestressed continuous steel-concrete composite beams	34
Optimised steel frame design using reclaimed steel: Logistics impact on reuse efficiency	34
Fire testing on axially compressed stainless-clad bimetallic steel columns with restraints	34
Torsional behaviour of steel-reinforced concrete-filled circular stainless steel tubular specimens	34
Maximum temperature of steel bridges due to multiple under-bridge fire sources	33
Lateral-distortional buckling of steel-concrete composite beams: Kinematics, constrained-mode GBT and analytical formulae	33
Experimental and numerical studies on hysteresis performance of U-shaped SMA-steel plates damper	33
Seismic performance of a double-hinge steel frame joint with replaceable T-shape energy dissipator	33
Interaction and compatibility between steel and concrete of circular CFST stub columns with high-strength materials	33
Transverse impact performance and design of rectangular reinforced concrete-filled steel tubular members	33
Trussed square concrete-filled steel tubular hybrid structures subjected to axial compression	32
Fracture modelling of A4–80 stainless steel bolts in different bolted connection components	32
Compressive axial load performance of GFRP–confined recycled aggregate concrete–filled steel tube stub columns	32
Experimental and numerical investigation of fire resistance of G550 galvanized steel-concrete slabs	31
A unified structural strain method for high- and low-cycle fatigue of welded cruciform joints made from various base metals	31
Design of axially compressed circular and I-shaped aluminum alloy 6A13-T6 components	31
Compressive stiffness of L-stubs in contact with rigid and flexible foundations	31
Recommendations for Implementing Circular Economy in Construction: Direct Reuse of Steel Structures	31
Development of an innovative module-to-core wall connection for steel-framed modular high-rise buildings	31
Assessment of the dynamic structural behaviour of storage steel tanks	31
Out-of-plane behaviour of imperfect beam-column with sinusoidally corrugated web	31
Cyclic behavior of sandwich steel plate shear wall with embedded corrugated plate	31

Shear performance of partially encased composite beams with high-strength steel and UHPC	31
Numerical and experimental study of the BUEEP connection using an inner box	31
Refinement of unified design formula for CFST stub columns under axial compression	30
Seismic behaviour and modelling of reinforced concrete-filled galvanized corrugated steel tubes	30
Experimental investigation on coordinated deformation of steel rail-fastener-track-girder system under girder misalignment	30
Development of large-scale SMA angles: Experiment, simulation and discussion	30
Flexural performance of CFDST beams using recycled aggregate concrete	30
Fatigue evaluation and structural optimization of rib-to-diaphragm connection in orthotropic steel decks	30
Numerical research on dynamic behavior of CFRP-strengthened steel tubular Y-joints under blast	30
Experimental and numerical study on the behavior of novel multi-segment replaceable steel shear links	29
Cyclic experiments on screwed connections for corrugated steel sheathed CFS shear walls	29
Experimental cyclic behaviour and constitutive modelling of A380 cast aluminium alloy	29
Experimental investigation on post-fire tensile properties of high-strength short tail swage-locking pins	29
Cyclic performance of prefabricated buckling-restrained steel plate shear wall with two-side connections	29
Buckling-restrained brace with multiple steel bar cores using SHS outer tube	29
Experimental and numerical study on the degradation law of mechanical properties of stress-corrosion steel wire for bridge cables	29
Shear behavior of I-section steel with circular web opening and novel reinforcement	29
Seismic performance of steel tube confined steel reinforced concrete frame with replaceable buckling restrained braces	29
Direct displacement-based design method of seismic resilient multiple-rocking-column steel frame	28
Analysis of vibration reduction performance for the novel tension-only vibration reduction device	28
Mechanical characteristics of flange joints for corrugated steel plate: Experiment and simulation	28
Horizontal self-centering structural system in steel structures diaphragms	28
Seismic optimization design of buckling-restrained braced frames for uniform damage criterion	28
Triple-actuator apparatus for strength experiments of cold-formed steel members in combined loadings	28
Bending performance of bolted beam-column joints with T-stubs	28
Editorial Board	28
Experimental, numerical and theoretical study on the steel-grid-shear-wall connected to frame-beams only	28
Compressive behavior of double-skin composite walls considering local buckling and post-buckling effect	28
Analysis of behavioral characteristics according to the fixing condition of pallet rack	28
Hysteresis performance of steel fiber-reinforced high-strength concrete-filled steel tube columns	28
Interfacial bond strength of SCFST composite columns after freeze-thaw cycles	27
Experimental study on seismic performance of prefabricated fully-bolted exterior diaphragm joint	27
Editorial Board	27
Eccentric compression behaviour of precast H-shaped steel support in foundation pit engineering	27
Experimental-numerical assessment of laterally-loaded CFS frames with steel sheathing and K-shaped braces	27
Elevated temperature properties of steel butt weldments	27
Calibration and application of damage and rate-dependent constitutive model for SPCE steel	27
Investigation into the nonuniform temperature effect of a large-span stainless steel roof system under solar radiation	27
Seismic behavior of precast CFST double-column piers with various connection types	26
Experimental study on CFRP reinforcement and static performance of CHS KT-joints	26
Fatigue performance of rib-to-deck joints in orthotropic steel deck with PWHT	26
Numerical investigation on seismic resilient steel beam-to-column connections with replaceable buckling-restrained fuses	26
Numerical simulation and theoretical analysis of composite wall with built-in steel plate	26
Compressive performance of CFSST columns with openings: Experimental, numerical investigation and design	26
Prediction of load-deformation relations for CFDST columns through machine learning methods	26
Out-of-plane flexural behavior of assembled composite shear wall	26
Experimental and analytical performance of replaceable shear fuse connections for heavy beams	26
Comprehensive study on corrosion induced structural deterioration of steel bars in reinforced concrete beams	25
Post-fire constitutive model on explosively welded stainless-clad bimetallic steel after cold-forming process	25
Static performance of multi-planar CFST chord-CHS brace KK joints	25
Behavior of two-storey welded steel frames strengthened with external prestressed strands	25
Axial compression behaviour of circular and square UHPC-filled stainless steel tube columns	25
Seismic behavior of connections between H-beams and L-shaped column composed of concrete-filled steel tube mono-columns connected by double vertical plates	25
Overturning effects on seismic performance of the hybrid friction-based seismic isolation system	25
Seismic behavior of lightweight steel frame with thin-walled steel skeleton-lightweight concrete wall	25
Axial compression performance of high-temperature-exposed concrete-filled steel tubular columns repaired with carbon fiber reinforced polymer	25
Improved seismic resilience of existing steel moment frame by built-in continuous columns	24
Seismic behavior of modular steel beam-column connection with H-shaped bracket	24
Compression-bending-torsion bearing performance of CFST jacket foundation for offshore wind turbines	24
Comparison of seismic resilience of steel frame structure equipped with double-stage and conventional buckling-restrained braces	24
Experimental analysis of beam-to-column connection with partially encased concrete column with varying inertia axis	24
Experimental, theoretical, and numerical investigation of a novel self-centering energy-dissipative brace	24
Experimental and numerical study of prefabricated steel frame with integrated wall panels	24
I-section stainless steel portal frames: Loading tests and numerical modelling	24
Progressive collapse performance of beam-column joint with WUF-B-RW connection after high temperature	24
Out-of-flatness of steel plate girder webs, part I: Tolerance review and measurements	24
Comparing traditional and suction piles in steel design of wind turbine structures	24
Structural behaviour of demountable tubular column-to-base plate joints with welded studs	24
Numerical simulation with an improved ductile fracture model for steel connections considering effect of element size	23
Numerical study on the anti-impact performance of novel concrete-filled steel tubular joint with corrugated web and cover plates	23
Trilinear self-centring offshore wind turbine structures: Insights and a nonlinear static procedure	23
Design of pin connections between steel members	23
Study on eccentric-compressive behavior of self-locking cooperative modular column	23
Enhanced Radial Stress Method (RSM) for cellular beams in EN 1993-1-13 to account for elasto-plastic behaviour	23
Development and validation of a model to calculate full-range response of bolted angle cleats in bending	23
Experimental and numerical exploration for the design of swift-constructed demountable blind bolts	23
Experimental and theoretical investigation of the high-cycle fatigue failure mechanism of M24 high-strength bolts	23
Effect of curing temperature on bonding fatigue performance of CFRP-steel interface	23
Experimental investigation on post-high temperature mechanical properties of aluminum‑lithium alloy 2195	23
Effect of loading sequence on the ultra-low-cycle fatigue performance of all-steel BRBs	23

Finite element analysis of locally strengthened stainless-steel tube under lateral impact loading	23
Seismic performance and collapse assessment of a steel boundary frame with non-gapping beam-to-column rocking connections with buckling-restrained brace structural fuses	23
Performance-based-plastic-design of damage-control steel MRFs equipped with self-centring energy dissipation bays	23
Effect of geometry on flexural behavior of optimal designed web-expanded beams	23
Editorial Board	22
Local buckling behaviour of composite shear wall under axial and shear loading	22
Effects of corrosion and pre-fatigue damage on the mechanical properties of HRB400E rebars	22
Cold-formed stainless-clad bimetallic steel square hollow section stub columns: Residual stresses, testing, simulation and design	22
Hysteretic behavior of cold-formed steel reinforced concrete shear walls with steel meshes	22
Editorial Board	22
Freeze-thaw effects on square CFST stub columns: Compression behavior and design	22
A component-based macro-mechanical model for inter-module connections in steel volumetric buildings	22
Stainless steel I-section beams subjected to combined torsion and bending: Experimental results	22
Testing, FE modelling and design of pin-ended stainless steel equal-leg angle section columns and beam–columns	22
Effects of cyclic loading and high-temperature cooling on mechanical properties of Q450 weathering steel	22
Seismic behavior of square FRRC-CFST columns: Experiment, FEM, and multi-scale monitoring	22
Loading test of full-scale composite plate girder with partial encasing	22
Experimental and numerical study of a novel cold-formed steel T-Stub connection subjected to tension force	22
Cyclic behavior of a replaceable LYP steel link with corrugated web: Parametrical analyses and design recommendations	22
Elastoplastic analysis of shear resistance of special-shaped concrete-filled steel tubular connection	22
Weld design for large ꞵ-ratio CHS X-connections. I: Experiments and finite element model validation	22
Generalizing AISC360–22's high-strength CFT member design equations for economical and safety-enhanced design	22
Flexural behavior of prefabricated high-strength steel-concrete composite beams with steel block connectors	22
Numerical analysis of bolt-fastened wedge-BFW-joints under eccentric loading	22
Limit analysis of 3D building structures	22
New design shear method for the bolted CFS connector in a CFS beam-to-column connection	22
Intermediate-point bracing for columns: New stiffness–buckling load formulae	21
Behaviour of tapered CFDST columns with large hollow ratio under combined loads	21
Impact resistance of bridge columns with energy-absorbing crash dampers under vehicle collisions	21
Local buckling and axial compressive behavior of stainless-clad bimetallic steel-plate composite walls	21
Theoretical studies on CFT-column frame SPSW/BRSPSW linked by partial welded connection forms	21
Experimental study on shear performance of double-cover-plate one-side high-strength bolts	21
Stress-strain models and numerical simulations of high-strength steel Q690E and Q960E at low temperatures	21
Axial load ratio effect on wide-flange columns subjected to far field detonations	21
Experimental investigation of global-distortional interaction buckling of stainless steel C-beams	21
Fire resistance and design assessment of Q355 circular hollow section joints	21
Experimental study on seismic performance of variable cross section replaceable link	21
Experimental investigation of cold-formed stainless steel tubular T-joints with loaded chord	21
Unified cyclic stress–strain model for square and rectangular UHPC-filled stainless-steel tubular columns	21
Bolt-free post-tensioned connection for steel-framed modular buildings and design for optimal preloading	21
Performance of hybrid Fe-SMA buckling-restrained braced frames under far-field and near-fault earthquakes	21
Experimental study on mechanical behavior of selective laser melted 316 L stainless steel	21
Experimental study and mechanical properties of prefabricated beam-column joint with L-shaped stiffeners	21
Characterization of pile-up/sink-in phenomena of high-strength steels under loading rate levels using FE analysis and nanoindentation	21
Low-cycle fatigue of laser-arc hybrid welded S960 high-strength steel joints	21
Fracture behavior analysis of X80 pipelines welded joints with unequal wall thickness	21
Flexural behavior of steel-UHPC composite beams with different connectors in negative moment	21
Strength model for softened heat-affected zone of S700 butt-welded connections	21
Responses of partially-encased composite structural members subjected to lateral impact load: Experimental and analytical study	21
Eccentric compression behaviour and assessment of CFET short columns offering spherical-cap gaps	21
Damage assessment method for natural gas pipeline dents via modified Mohr-Coulomb criterion	21
Experimental investigation of lateral resistance of CFS walls with rigid diagonal bracings	21
Stainless-steel square hollow tubes subjected to low-temperature eccentric compression loads	21
Influence of resin asphalt pavement on stress behaviors of double-side welded rib-to-deck joints in orthotropic steel decks	21
A new orthotropic steel deck system incorporating two novel structural details	21
Building retrofit with reduced web (RWS) and beam (RBS) section limited-ductility connections	21
Full-range behavior of bolted connections with oversized holes	21
High-cycle rotating-bending fatigue performance of S690QL welded joints	21
Stability bearing capacity of equal-leg angle steel columns with end connection joints	20
Proposal for a deployable architectural umbrella using scissor linkages and foldable plates	20
Experimental study on seismic performance of replaceable shear links with low-yield-point steel	20
Intelligent prediction method for the collapse time of steel frame structures under fire	20
Characterization of dynamic mechanical properties of LY100, LY160 low-yield-point steels	20
Design optimisation for cold rolled steel beam sections with web and flange stiffeners	20
Moment gradient factor for steel I-beams with sinusoidal web openings	20
Improving the T-stub component behavior tied to a rigid base	20
Damage modes and mechanism of steel-concrete composite bridge slabs under contact explosion	20
Fatigue properties of Q690 high-strength steel after fire	20
Flexural behaviour of aluminium–concrete–steel double-skin (SHS outer and CHS inner) tubes	20
Strain-controlled torsional fatigue and fracture of EQ56 high-strength steel	20
Seismic retrofitting of SMRFs using varied yielding cross-section damper: A companion paper	20
Mechanical behavior of a novel compact steel-UHPC joint for hybrid girder bridges: Experimental and numerical investigation	20
Seismic response and theoretical analysis of grain bulk material-steel silo structure under earthquake action	20
Editorial Board	20
Compressive performance of an innovative tall pier with composite box section	20
Load-transfer mechanism of distribution beams in giant rectangular concrete-filled steel tubular columns	20
Numerical analysis of suspension bridges with box girders subjected to detonations	20
A machine learning-based force-finding method for suspend dome structures and case study	20
Seismic and resilient assessment on moment resisting frames with novel self-centering viscous dampers	20
Simplified methods to predict the robustness of steel parking-structure joints	20
Restoring force model of end-plate bolted shear links in eccentrically braced frames	20
Seismic performance of SMA-prestressed self-centering beam-column joints: Experimental and numerical study	20
Hysteretic behaviour of square-hollow-section T- and X-joints with in-plane bending moment	20
Parametric BIM-based environmental and economic performance of high-strength steel in high-rise buildings	20
Topology optimisation of double-layer grid structures with stability constraints	20
Behavior of axially loaded circular CFDAT short columns: Experiment and theoretical model	20
High strain rate experiments and constitutive model for Q390D steel	20
Structural behavior of steel-concrete-steel sandwich slender and deep beams considering different connectors	20
Performance-based plastic design of high-strength steel framed-tube structures fused with replaceable shear links	19
Experimental research on fatigue crack growth behavior of Q690D high strength steel	19
Performance-based failure risk evaluation of transmission tower-line systems subjected to sequential earthquakes	19
Experimental study on a highly efficient shear transfer system for square CFST	19
Seismic fragility analysis of prefabricated self-centering frame structure	19
Experimental study on dynamic shear-behavior of H-shaped SRC columns under lateral impact loading	19
Testing and design on local-biaxial flexural interactive buckling behavior of high strength steel welded box beam-columns subjected to biaxial bending	19