Journal of Constructional Steel Research

Article	Citations
Mechanical performance and design method of two-side-connected SPSW reinforced on free edges	120
Catenary effect of multi-story steel moment frame under asymmetric horizontal constraint	109
Progressive collapse resistance prediction of truss string structures under key chord failure	80
Effects of high-temperature cooling and ultralow cyclic loading on mechanical behavior of Q450 weathering steel	69
Editorial Board	67
Tensile properties of welded joints with delayed hydride crack	65
Maximum temperature of steel bridges due to multiple under-bridge fire sources	61
Design of cold-formed high-strength steel SHS and RHS columns at elevated temperatures	59
Editorial Board	56
Behaviour and design of double-coped steel beams under combined bending, shear and axial force	55
Mechanical properties and shape-control abilities of a cable dome under asymmetrical loads	54
Development of an innovative ring spring-based self-centering friction damper	52
Seismic performance of composite jacket-confined square high-strength concrete-filled steel tube columns	51
Buckling and fracture behavior of cold formed carbon/stainless steel tubular braces under far field and near fault loadings	50
Ultra-low cycle fatigue performance of grid structure with bolted spherical joints	50
Ultimate strength assessment of randomly pitted stiffened panels considering stiffener corrosion	47
Overload strengthening and seismic performance of existing large-span steel truss structure	46
Innovative continuous diagonal with stamped connections for cold-formed steel space trusses	45
Modular corrugated steel plate shear wall: The relationship of matching with boundary column in terms of stiffness and strength	44
Intelligent optimization method for complex steel structures based on internal force state	44
Initial global imperfections of L-shaped double steel plate composite walls	43
Post-fire mechanical properties of low-alloyed YSt-355-FR (126 % Mo) fire-resistant steel	43
Seismic behavior of steel-sheathed cold-formed steel shear walls with reinforced end columns	42
Paradigm update in the design of long-span railway-crossing bridges	42
Impact of member interaction on static mechanical performance of steel-aluminum composite gusset joints	42

Performance-based optimum seismic design of cable tray system	42
Fire performance of end-restrained circular steel tube confined reinforced concrete columns	41
Transverse impact performance and design of rectangular reinforced concrete-filled steel tubular members	40
Experimental and analytical investigations of steel shear buckling-inhibited energy dissipation devices	40
Axial compressive behavior of an asymmetric steel columns in modular emergency buildings	40
Optimised steel frame design using reclaimed steel: Logistics impact on reuse efficiency	40
Experimental and numerical studies on stress concentration factors of CHS-CFSHS X-joints under axial tension and in-plane bending loads	39
Seismic performance of a joint with replaceable flange-opening beam segment	39
Axial compression behavior of stainless steel tube-UHPC‑carbon steel tube stub column	38
Global stability design of grid cylindrical-lattice shells under combined axial compression and bending moment	38
Fire testing on axially compressed stainless-clad bimetallic steel columns with restraints	37
Experimental assessment of single-sided fillet welds under bending and combined shear–bending loading	37
Design of axially compressed circular and I-shaped aluminum alloy 6A13-T6 components	37
Axial compression behaviour of circular concrete-filled double-skin steel tubular columns with bolted shear studs: Numerical investigation and design	37
Flexural behavior of externally prestressed continuous steel-concrete composite beams	37
Influence of lumped mass and rotary inertia on seismic isolated post equipment	37
Numerical simulation method and dent-model of circular steel tubes under low-speed impact	36
Size and training effects on the mechanical properties and hysteretic modelling of superelastic SMA plates	36
High-temperature mechanical properties and failure modes of UHSS wire for cable-supported bridge	36
Seismic demand amplification of steel frames with SMAs induced by earthquake sequences	36
Parametric study of 3D steel moment connections with built-up box column subjected to biaxial cyclic loads	36
Static performance of welded hollow sphere joints with trapezoidal ribs under both axial compression and bending moment	35
Assessment of the dynamic structural behaviour of storage steel tanks	35
Cyclic behavior of sandwich steel plate shear wall with embedded corrugated plate	35
Shear performance of partially encased composite beams with high-strength steel and UHPC	35
Wind design considerations for base-isolated post-disaster steel buildings in moderate seismic regions	35
Fracture modelling of A4–80 stainless steel bolts in different bolted connection components	34
Interaction and compatibility between steel and concrete of circular CFST stub columns with high-strength materials	34
A unified structural strain method for high- and low-cycle fatigue of welded cruciform joints made from various base metals	34
Out-of-plane behaviour of imperfect beam-column with sinusoidally corrugated web	34
Experimental and numerical studies on hysteresis performance of U-shaped SMA-steel plates damper	34
Experimental and numerical investigation of fire resistance of G550 galvanized steel-concrete slabs	34
Seismic performance of a double-hinge steel frame joint with replaceable T-shape energy dissipator	33
Flexural behaviour of rectangular double-opening concrete filled sandwich steel tube (DCFSST) beams	33
Analysis of SCF parameters in two planar joints in offshore wind turbine support structures	32
Development of an innovative module-to-core wall connection for steel-framed modular high-rise buildings	32
Numerical and experimental study of the BUEEP connection using an inner box	32
Experimental seismic behaviors of different connections to CFST end-columns in shear walls	32
Inelastic numerical analysis-based optimal design of longitudinal stiffeners in steel web plates	32
Shear behavior of lap connection using T-head square-neck one-side bolts	32
Progressive collapse of steel structures exposed to fire: A critical review	31
Torsional behaviour of steel-reinforced concrete-filled circular stainless steel tubular specimens	31
Compressive stiffness of L-stubs in contact with rigid and flexible foundations	31
Anti-collapse performance of beam-column substructure with angle cleat connection at elevated temperatures	31
Compressive axial load performance of GFRP–confined recycled aggregate concrete–filled steel tube stub columns	31
Recommendations for Implementing Circular Economy in Construction: Direct Reuse of Steel Structures	31
Structural optimization of closed built-up cold-formed steel columns	31
Development of a corrugated web shear link for steel moment-resisting frames	31
Seismic behavior of connections between H-beams and L-shaped column composed of concrete-filled steel tube mono-columns connected by double vertical plates	30
Trussed square concrete-filled steel tubular hybrid structures subjected to axial compression	30

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

Experimental and numerical exploration for the design of swift-constructed demountable blind bolts	23
Editorial Board	23
Generalizing AISC360–22's high-strength CFT member design equations for economical and safety-enhanced design	23
Fatigue crack repair in steel bridges using SMA: Mechanism, modeling, and implementation	23
Interfacial bond strength of SCFST composite columns after freeze-thaw cycles	23
Experimental, theoretical, and numerical investigation of a novel self-centering energy-dissipative brace	23
Structural behaviour of demountable tubular column-to-base plate joints with welded studs	23
Direct displacement-based design method of seismic resilient multiple-rocking-column steel frame	23
Eccentric compression behaviour and assessment of CFET short columns offering spherical-cap gaps	23
Behavior of axially loaded circular CFDAT short columns: Experiment and theoretical model	23
Seismic response and theoretical analysis of grain bulk material-steel silo structure under earthquake action	22
Numerical analysis of bolt-fastened wedge-BFW-joints under eccentric loading	22
Impact resistance of bridge columns with energy-absorbing crash dampers under vehicle collisions	22
Building retrofit with reduced web (RWS) and beam (RBS) section limited-ductility connections	22
Topology optimisation of double-layer grid structures with stability constraints	22
Low-cycle fatigue of laser-arc hybrid welded S960 high-strength steel joints	22
Intelligent prediction method for the collapse time of steel frame structures under fire	22
Editorial Board	22
Experimental investigation of lateral resistance of CFS walls with rigid diagonal bracings	22
Performance of hybrid Fe-SMA buckling-restrained braced frames under far-field and near-fault earthquakes	22
Stainless steel I-section beams subjected to combined torsion and bending: Experimental results	22
Damage assessment method for natural gas pipeline dents via modified Mohr-Coulomb criterion	22
Experimental investigation of cold-formed stainless steel tubular T-joints with loaded chord	22
Experimental study on shear performance of double-cover-plate one-side high-strength bolts	22
Seismic performance of SMA-prestressed self-centering beam-column joints: Experimental and numerical study	22
Strength model for softened heat-affected zone of S700 butt-welded connections	22
Stainless-steel square hollow tubes subjected to low-temperature eccentric compression loads	22
Axial load ratio effect on wide-flange columns subjected to far field detonations	22
Design optimisation for cold rolled steel beam sections with web and flange stiffeners	22
Local buckling and axial compressive behavior of stainless-clad bimetallic steel-plate composite walls	22
Seismic retrofitting of SMRFs using varied yielding cross-section damper: A companion paper	22
Flexural behavior of prefabricated high-strength steel-concrete composite beams with steel block connectors	21
Full-range behavior of bolted connections with oversized holes	21
Loading test of full-scale composite plate girder with partial encasing	21
Effects of corrosion and pre-fatigue damage on the mechanical properties of HRB400E rebars	21
Behaviour of tapered CFDST columns with large hollow ratio under combined loads	21
Bolt-free post-tensioned connection for steel-framed modular buildings and design for optimal preloading	21
Elastoplastic analysis of shear resistance of special-shaped concrete-filled steel tubular connection	21
Freeze-thaw effects on square CFST stub columns: Compression behavior and design	21
Fire resistance and design assessment of Q355 circular hollow section joints	21
Experimental investigation of global-distortional interaction buckling of stainless steel C-beams	21
Effects of cyclic loading and high-temperature cooling on mechanical properties of Q450 weathering steel	21
Stress-strain models and numerical simulations of high-strength steel Q690E and Q960E at low temperatures	21
Hysteretic behavior of cold-formed steel reinforced concrete shear walls with steel meshes	21
A component-based macro-mechanical model for inter-module connections in steel volumetric buildings	21
Mechanical behavior of a novel compact steel-UHPC joint for hybrid girder bridges: Experimental and numerical investigation	21
Parametric BIM-based environmental and economic performance of high-strength steel in high-rise buildings	21
Cold-formed stainless-clad bimetallic steel square hollow section stub columns: Residual stresses, testing, simulation and design	21
Flexural behavior of steel-UHPC composite beams with different connectors in negative moment	21
Characterization of dynamic mechanical properties of LY100, LY160 low-yield-point steels	21
Testing, FE modelling and design of pin-ended stainless steel equal-leg angle section columns and beam–columns	21
Characterization of pile-up/sink-in phenomena of high-strength steels under loading rate levels using FE analysis and nanoindentation	21
Experimental study on mechanical behavior of selective laser melted 316 L stainless steel	21
Experimental and numerical study of a novel cold-formed steel T-Stub connection subjected to tension force	21
Experimental study on seismic performance of replaceable shear links with low-yield-point steel	21
Unified cyclic stress–strain model for square and rectangular UHPC-filled stainless-steel tubular columns	21
Experimental study and mechanical properties of prefabricated beam-column joint with L-shaped stiffeners	21
Local buckling behaviour of composite shear wall under axial and shear loading	21
A new orthotropic steel deck system incorporating two novel structural details	21
Influence of resin asphalt pavement on stress behaviors of double-side welded rib-to-deck joints in orthotropic steel decks	21
Weld design for large ꞵ-ratio CHS X-connections. I: Experiments and finite element model validation	21
Seismic behavior of square FRRC-CFST columns: Experiment, FEM, and multi-scale monitoring	21
High-cycle rotating-bending fatigue performance of S690QL welded joints	21
Limit analysis of 3D building structures	21
Editorial Board	20
Moment gradient factor for steel I-beams with sinusoidal web openings	20
Experimental study on seismic performance of variable cross section replaceable link	20
Hysteretic behaviour of square-hollow-section T- and X-joints with in-plane bending moment	20
Experimental investigation on flexural performance of T-joint concrete-filled steel tube with PBL	20
Experimental study on a highly efficient shear transfer system for square CFST	20
Seismic performance of resilient beam-column connection using replaceable stiffener angle steel	20
Failure prediction of high-strength steel wires based on Markov chain	20
Strengthening Stainless Steel Tubular Beams using Fibre-reinforced Concrete incorporating Sugarcane Bagasse Ash	20
Restoring force model of end-plate bolted shear links in eccentrically braced frames	20
New design shear method for the bolted CFS connector in a CFS beam-to-column connection	20
Fracture behavior analysis of X80 pipelines welded joints with unequal wall thickness	20
Damage modes and mechanism of steel-concrete composite bridge slabs under contact explosion	20
Improved design method for interaction buckling resistance of welded box-section columns	20
BIM-based intelligent optimization of complex steel joints using SVM and NSGA-II	20
Strain-controlled torsional fatigue and fracture of EQ56 high-strength steel	20
Uniaxial non-incremental constitutive model for LYP steel based on Giuffrè-Menegotto-Pinto model	20
Stability bearing capacity of equal-leg angle steel columns with end connection joints	20
Responses of partially-encased composite structural members subjected to lateral impact load: Experimental and analytical study	20
Cyclic behavior of a replaceable LYP steel link with corrugated web: Parametrical analyses and design recommendations	20
Impact of unique practice in concentrically braced frames on their seismic performance	20
Load-transfer mechanism of distribution beams in giant rectangular concrete-filled steel tubular columns	20
Experimental and numerical study of X-type energy dissipation device under impact loads	20
Testing and design on local-biaxial flexural interactive buckling behavior of high strength steel welded box beam-columns subjected to biaxial bending	20
Collapse resistance of steel modular buildings using a simplified inter-module joint model	20
A machine learning-based force-finding method for suspend dome structures and case study	20
Theoretical studies on CFT-column frame SPSW/BRSPSW linked by partial welded connection forms	20
Cyclic behaviour of welded stainless steel beam-to-column connections: Experimental and numerical study	19
Fire resistance of steel-concrete cellular composite beams having different end restraints	19
Improving the T-stub component behavior tied to a rigid base	19
High strain rate experiments and constitutive model for Q390D steel	19