Journal of Constructional Steel Research

Article	Citations
Post-fire mechanical properties of low-alloyed YSt-355-FR (126 % Mo) fire-resistant steel	225
Experimental seismic behaviors of different connections to CFST end-columns in shear walls	90
Ultimate strength assessment of randomly pitted stiffened panels considering stiffener corrosion	85
Impact of member interaction on static mechanical performance of steel-aluminum composite gusset joints	80
Tensile properties of welded joints with delayed hydride crack	80
Flexural behaviour of rectangular double-opening concrete filled sandwich steel tube (DCFSST) beams	74
Axial compression behavior of stainless steel tube-UHPC‑carbon steel tube stub column	62
A unified structural strain method for high- and low-cycle fatigue of welded cruciform joints made from various base metals	62
Maximum temperature of steel bridges due to multiple under-bridge fire sources	61
Experimental research on the fatigue crack growth behaviour of Q420C	54
Catenary effect of multi-story steel moment frame under asymmetric horizontal constraint	54
Cyclic behavior of sandwich steel plate shear wall with embedded corrugated plate	54
Seismic performance of a double-hinge steel frame joint with replaceable T-shape energy dissipator	53
Editorial Board	52
Buckling and fracture behavior of cold formed carbon/stainless steel tubular braces under far field and near fault loadings	51
Editorial Board	51
Numerical and experimental study of the BUEEP connection using an inner box	50
Assessment of the dynamic structural behaviour of storage steel tanks	49
Mixed-mode fatigue crack growth analysis of I-shaped steel girders with trapezoidal corrugated-webs	49
Intelligent optimization method for complex steel structures based on internal force state	47
Dynamic response and damage mechanism of parallel wire cables under contact explosion	47
Fracture modelling of A4–80 stainless steel bolts in different bolted connection components	47
Ultra-low cycle fatigue performance of grid structure with bolted spherical joints	46
Behavior of T-stub steel connections bolted to rigid bases	46
Lateral-distortional buckling of steel-concrete composite beams: Kinematics, constrained-mode GBT and analytical formulae	46

Sidesway collapse capacity of the bottom-story-stiffness-irregular moment-resisting frames	46
Static performance of welded hollow sphere joints with trapezoidal ribs under both axial compression and bending moment	45
Behaviour and design of double-coped steel beams under combined bending, shear and axial force	45
Performance-based optimum seismic design of cable tray system	45
Compressive stiffness of L-stubs in contact with rigid and flexible foundations	45
Wind design considerations for base-isolated post-disaster steel buildings in moderate seismic regions	45
Mechanical performance and design method of two-side-connected SPSW reinforced on free edges	44
Seismic performance of a joint with replaceable flange-opening beam segment	43
Trussed square concrete-filled steel tubular hybrid structures subjected to axial compression	43
Structural optimization of closed built-up cold-formed steel columns	42
Interaction and compatibility between steel and concrete of circular CFST stub columns with high-strength materials	41
Size and training effects on the mechanical properties and hysteretic modelling of superelastic SMA plates	40
Compressive axial load performance of GFRP–confined recycled aggregate concrete–filled steel tube stub columns	40
Collapse testing of steel-concrete composite floor systems under an exterior-column-removal scenario	39
Experimental and analytical investigations of steel shear buckling-inhibited energy dissipation devices	39
Experimental study and parameter determination of cyclic constitutive model for bridge steels	38
Critical temperatures of concrete-filled steel tubular columns for early-warning of fire-induced failure	38
Theoretical and experimental study on axial compression concrete-filled tubes with different confinements	37
Progressive collapse of steel structures exposed to fire: A critical review	37
Development of a corrugated web shear link for steel moment-resisting frames	37
More efficient design of reduced beam sections (RBS) for maximum seismic performance	37
Seismic behavior of steel-sheathed cold-formed steel shear walls with reinforced end columns	37
Progressive collapse resistance prediction of truss string structures under key chord failure	36
Parametric study of 3D steel moment connections with built-up box column subjected to biaxial cyclic loads	36
Development of an innovative module-to-core wall connection for steel-framed modular high-rise buildings	35
Effects of high-temperature cooling and ultralow cyclic loading on mechanical behavior of Q450 weathering steel	35
Fatigue behaviour of load-carrying fillet-welded cruciform joints of austenitic stainless steel	35
Post-fire behaviour of cold-formed high strength steel tubular T- and X-joints	35
Flexural behavior of externally prestressed continuous steel-concrete composite beams	35
Numerical and databased investigations on the fatigue of cruciform joints with gaps	35
Out-of-plane behaviour of imperfect beam-column with sinusoidally corrugated web	35
Analysis of SCF parameters in two planar joints in offshore wind turbine support structures	34
Influence of lumped mass and rotary inertia on seismic isolated post equipment	34
Experimental and numerical investigation of fire resistance of G550 galvanized steel-concrete slabs	34
Experimental and numerical studies on hysteresis performance of U-shaped SMA-steel plates damper	34
Paradigm update in the design of long-span railway-crossing bridges	34
High-temperature mechanical properties and failure modes of UHSS wire for cable-supported bridge	34
Development of an innovative ring spring-based self-centering friction damper	34
Conditional generative adversarial network for welding deformation field prediction of butt-welded plates	33
Threshold stiffness of lateral bracing in systems of parallel compression members	33
Post-fire mechanical properties of titanium–clad bimetallic steel in different cooling approaches	33
Axial compression behaviour of circular concrete-filled double-skin steel tubular columns with bolted shear studs: Numerical investigation and design	33
Mechanical properties and shape-control abilities of a cable dome under asymmetrical loads	32
Recommendations for Implementing Circular Economy in Construction: Direct Reuse of Steel Structures	32
Influence of composite floor slab on seismic performance of steel plate shear walls	31
Shear performance of partially encased composite beams with high-strength steel and UHPC	31
Seismic performance of composite jacket-confined square high-strength concrete-filled steel tube columns	31
Global stability design of grid cylindrical-lattice shells under combined axial compression and bending moment	31
Seismic demand amplification of steel frames with SMAs induced by earthquake sequences	31
Calibration and application of damage and rate-dependent constitutive model for SPCE steel	31

Modular corrugated steel plate shear wall: The relationship of matching with boundary column in terms of stiffness and strength	31
Editorial Board	30
Editorial Board	30
Refinement of unified design formula for CFST stub columns under axial compression	30
Shear behavior of I-section steel with circular web opening and novel reinforcement	30
Progressive collapse performance of beam-column joint with WUF-B-RW connection after high temperature	30
Overturning effects on seismic performance of the hybrid friction-based seismic isolation system	30
Cyclic performance of prefabricated buckling-restrained steel plate shear wall with two-side connections	29
Cyclic experiments on screwed connections for corrugated steel sheathed CFS shear walls	29
Horizontal self-centering structural system in steel structures diaphragms	29
Direct displacement-based design method of seismic resilient multiple-rocking-column steel frame	29
Effect of curing temperature on bonding fatigue performance of CFRP-steel interface	29
Experimental and numerical study on the degradation law of mechanical properties of stress-corrosion steel wire for bridge cables	28
Experimental study on seismic performance of prefabricated fully-bolted exterior diaphragm joint	28
Numerical simulation with an improved ductile fracture model for steel connections considering effect of element size	28
Seismic optimization design of buckling-restrained braced frames for uniform damage criterion	28
Experimental analysis of beam-to-column connection with partially encased concrete column with varying inertia axis	28
Fatigue evaluation and structural optimization of rib-to-diaphragm connection in orthotropic steel decks	28
Seismic behavior of lightweight steel frame with thin-walled steel skeleton-lightweight concrete wall	28
Effect of geometry on flexural behavior of optimal designed web-expanded beams	28
Experimental and theoretical investigation of the high-cycle fatigue failure mechanism of M24 high-strength bolts	28
Numerical study on the anti-impact performance of novel concrete-filled steel tubular joint with corrugated web and cover plates	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	28
Seismic performance and collapse assessment of a steel boundary frame with non-gapping beam-to-column rocking connections with buckling-restrained brace structural fuses	27
Comparison of seismic resilience of steel frame structure equipped with double-stage and conventional buckling-restrained braces	27
Influence of imperfections on the progressive collapse of steel moment resisting frames	27
Development of large-scale SMA angles: Experiment, simulation and discussion	27
Experimental, numerical and theoretical study on the steel-grid-shear-wall connected to frame-beams only	27
Experimental investigation on post-high temperature mechanical properties of aluminum‑lithium alloy 2195	27
Bending performance of bolted beam-column joints with T-stubs	27
Numerical simulation and theoretical analysis of composite wall with built-in steel plate	27
Investigation into the nonuniform temperature effect of a large-span stainless steel roof system under solar radiation	27
Numerical research on dynamic behavior of CFRP-strengthened steel tubular Y-joints under blast	27
Prediction of load-deformation relations for CFDST columns through machine learning methods	27
Seismic behavior of connections between H-beams and L-shaped column composed of concrete-filled steel tube mono-columns connected by double vertical plates	26
Axial compression performance of high-temperature-exposed concrete-filled steel tubular columns repaired with carbon fiber reinforced polymer	26
Cyclic behavior of T-stub connection to hollow section steel column using TSOBs	26
Buckling-restrained brace with multiple steel bar cores using SHS outer tube	26
Analysis of vibration reduction performance for the novel tension-only vibration reduction device	26
I-section stainless steel portal frames: Loading tests and numerical modelling	26
Triple-actuator apparatus for strength experiments of cold-formed steel members in combined loadings	26
Out-of-plane flexural behavior of assembled composite shear wall	26
Mechanical characteristics of flange joints for corrugated steel plate: Experiment and simulation	26
Improved seismic resilience of existing steel moment frame by built-in continuous columns	26
Finite element analysis of locally strengthened stainless-steel tube under lateral impact loading	26
Analysis of behavioral characteristics according to the fixing condition of pallet rack	26
Numerical investigation on seismic resilient steel beam-to-column connections with replaceable buckling-restrained fuses	25
Development and validation of a model to calculate full-range response of bolted angle cleats in bending	25
Design of pin connections between steel members	25
Full-range behaviour of T-stubs with various yield line patterns	25
Experimental and analytical performance of replaceable shear fuse connections for heavy beams	25
Post-fire constitutive model on explosively welded stainless-clad bimetallic steel after cold-forming process	25
Reliability assessment of connections with slip-critical bolts and fillet welds in combination	25
Experimental-numerical assessment of laterally-loaded CFS frames with steel sheathing and K-shaped braces	25
Symmetric friction dampers in beam-to-column joints for low-damage steel MRFs	24
Performance-based-plastic-design of damage-control steel MRFs equipped with self-centring energy dissipation bays	24
Comparing traditional and suction piles in steel design of wind turbine structures	24
Research on the specially-shaped corrugated steel plate shear walls with horizontal corrugation	24
Static performance of multi-planar CFST chord-CHS brace KK joints	24
Seismic behaviour and modelling of reinforced concrete-filled galvanized corrugated steel tubes	24
Seismic behavior of precast CFST double-column piers with various connection types	24
Out-of-flatness of steel plate girder webs, part I: Tolerance review and measurements	24
Interfacial bond strength of SCFST composite columns after freeze-thaw cycles	24
Fatigue performance of rib-to-deck joints in orthotropic steel deck with PWHT	24
Experimental and numerical study on the behavior of novel multi-segment replaceable steel shear links	24
Experimental investigation on recycled aggregate concrete filled steel tubular stub columns under axial compression	24
Flexural performance of CFDST beams using recycled aggregate concrete	24
Elevated temperature properties of steel butt weldments	24
Hysteresis performance of steel fiber-reinforced high-strength concrete-filled steel tube columns	24
Compressive behavior of double-skin composite walls considering local buckling and post-buckling effect	24
Effect of loading sequence on the ultra-low-cycle fatigue performance of all-steel BRBs	24
Experimental study on CFRP reinforcement and static performance of CHS KT-joints	23
Local buckling and axial compressive behavior of stainless-clad bimetallic steel-plate composite walls	23
Efficient geometric nonlinear elastic analysis for design of steel structures: Benchmark studies	23
Theoretical studies on CFT-column frame SPSW/BRSPSW linked by partial welded connection forms	23
Experimental and numerical investigation of axial compressive strength of unstiffened slender tapered-webs	23
Local buckling behaviour of composite shear wall under axial and shear loading	23
Experimental and numerical exploration for the design of swift-constructed demountable blind bolts	23
Moment gradient factor for steel I-beams with sinusoidal web openings	23

Fracture investigation of different welded steel beam-column connections under three-point bending test	23
Hysteretic behavior of cold-formed steel reinforced concrete shear walls with steel meshes	23
Strength design of T-shaped stainless steel core plate wall under axial compression	23
Post-fire mechanical properties of base metal and welds of Q235 steel	23
Axial compression behaviour of circular and square UHPC-filled stainless steel tube columns	23
Impact resistance of bridge columns with energy-absorbing crash dampers under vehicle collisions	23
Stress-strain models and numerical simulations of high-strength steel Q690E and Q960E at low temperatures	23
Editorial Board	23
Design optimisation for cold rolled steel beam sections with web and flange stiffeners	23
Research on factors affecting competitive failure between loosening and fatigue of bolt under combined excitation	22
Generalizing AISC360–22's high-strength CFT member design equations for economical and safety-enhanced design	22
Elastoplastic analysis of shear resistance of special-shaped concrete-filled steel tubular connection	22
Compact and slender box concrete-filled stainless steel tubes under compression, bending, and combined loading	22
Simplified seismic design procedure for steel MRF structure with nonlinear viscous dampers	22
Stainless steel I-section beams subjected to combined torsion and bending: Experimental results	22
Editorial Board	22
Intermediate-point bracing for columns: New stiffness–buckling load formulae	22
Numerical analysis of bolt-fastened wedge-BFW-joints under eccentric loading	22
Fire resistance and design assessment of Q355 circular hollow section joints	22
Seismic response and theoretical analysis of grain bulk material-steel silo structure under earthquake action	22
Topology optimisation of double-layer grid structures with stability constraints	22
Characterization of dynamic mechanical properties of LY100, LY160 low-yield-point steels	22
Experimental investigation of cold-formed stainless steel tubular T-joints with loaded chord	22
Flexural behavior of steel-UHPC composite beams with different connectors in negative moment	21
Axial load ratio effect on wide-flange columns subjected to far field detonations	21
Seismic retrofitting of SMRFs using varied yielding cross-section damper: A companion paper	21
Hysteretic behaviour of square-hollow-section T- and X-joints with in-plane bending moment	21
Mechanical behavior of a novel compact steel-UHPC joint for hybrid girder bridges: Experimental and numerical investigation	21
Experimental study on seismic performance of replaceable shear links with low-yield-point steel	21
Restoring force model of end-plate bolted shear links in eccentrically braced frames	21
High-cycle rotating-bending fatigue performance of S690QL welded joints	21
Experimental investigation of global-distortional interaction buckling of stainless steel C-beams	21
Seismic performance of SMA-prestressed self-centering beam-column joints: Experimental and numerical study	21
Intelligent prediction method for the collapse time of steel frame structures under fire	21
Behaviour of tapered CFDST columns with large hollow ratio under combined loads	21
New design shear method for the bolted CFS connector in a CFS beam-to-column connection	21
Behaviour and design of stainless steel-concrete composite beam-to-column joints	21
Experimental investigation of lateral resistance of CFS walls with rigid diagonal bracings	21
A component-based macro-mechanical model for inter-module connections in steel volumetric buildings	21
Study on fracture properties of duplex stainless steel and its weld based on micromechanical models	21
Experimental and numerical study of a novel cold-formed steel T-Stub connection subjected to tension force	21
Brittle fracture estimation at ends of groove welded joints under cyclic loading	21
Cyclic behavior of a replaceable LYP steel link with corrugated web: Parametrical analyses and design recommendations	20
Bolt-free post-tensioned connection for steel-framed modular buildings and design for optimal preloading	20
Experimental study on seismic performance of variable cross section replaceable link	20
Local buckling of hot-rolled stainless steel channel section stub columns after exposure to fire	20
Loading test of full-scale composite plate girder with partial encasing	20
Stainless-steel square hollow tubes subjected to low-temperature eccentric compression loads	20
Effects of cyclic loading and high-temperature cooling on mechanical properties of Q450 weathering steel	20
Testing, FE modelling and design of pin-ended stainless steel equal-leg angle section columns and beam–columns	20
Experimental study and mechanical properties of prefabricated beam-column joint with L-shaped stiffeners	20
Influence of resin asphalt pavement on stress behaviors of double-side welded rib-to-deck joints in orthotropic steel decks	20
Eccentric compression behaviour and assessment of CFET short columns offering spherical-cap gaps	20
A new orthotropic steel deck system incorporating two novel structural details	20
Fatigue performance of Q345 structural steel after natural cooling from elevated temperatures	20
Effects of corrosion and pre-fatigue damage on the mechanical properties of HRB400E rebars	20
Experimental study on steel-reinforced concrete-filled steel tubular columns under the fire	20
Building retrofit with reduced web (RWS) and beam (RBS) section limited-ductility connections	20
Flexural behavior of prefabricated high-strength steel-concrete composite beams with steel block connectors	20
Editorial Board	19
Experimental and numerical study of X-type energy dissipation device under impact loads	19
Fracture behavior analysis of X80 pipelines welded joints with unequal wall thickness	19
A simplified method for the dynamic analysis of structures under column loss	19
Second-order arbitrarily-located-refined plastic hinge model for high-strength steel frame design	19
Design of cold-formed high strength steel rectangular hollow section T-joints under post-fire conditions	19
Simplified methods to predict the robustness of steel parking-structure joints	19
Effects of exposure temperature on low–cycle fatigue properties of Q690 high–strength steel	19
The capacities of unstiffened T-stubs with thin plates and large bolts	19
Editorial Board	19
Post-earthquake fire resistance of bolted end-plate connection joint with end-plate and web stiffeners	19
Load-transfer mechanism of distribution beams in giant rectangular concrete-filled steel tubular columns	19
Compressive performance of an innovative tall pier with composite box section	19
Experimental study on a highly efficient shear transfer system for square CFST	19
Performance-based plastic design of high-strength steel framed-tube structures fused with replaceable shear links	19
Large displacement model for the nonlinear behaviour of the face plate component	19
Improving the mechanical characteristics of semi-rigid saddle connections	19
Advanced line-finite-element for lateral-torsional buckling of beams with torsion and warping restraints	19
Quantification of seismic performance factors of beam-through steel frames with self-centering modular panel and replaceable hysteretic dampers	19
A machine learning-based force-finding method for suspend dome structures and case study	19
Review on response amplification damper for seismic resilient building structures	19
Discussion on ultimate resistance formulas of high-strength bolts under tensile-shear coupling loading	19
Seismic and resilient assessment on moment resisting frames with novel self-centering viscous dampers	19
Cold-formed Q1200 ultra-high strength steel angle- and channel-section stub columns	18
Behavior of encased steel-high strength concrete columns against axial and cyclic loading	18
Mechanical behavior of T-shaped CFST column to steel beam joint	18
Fatigue crack growth under overload/underload in different strength structural steels	18
Improved design method for interaction buckling resistance of welded box-section columns	18
Experimental research on fatigue performance of butt welds of corroded Q690 high strength steel	18
Ductile steel knee brace with built-in comb-shaped seismic damper	18
Seismic fragility analysis of prefabricated self-centering frame structure	18
Damage modes and mechanism of steel-concrete composite bridge slabs under contact explosion	18
Experimental and numerical investigations on concrete-filled double-tubular slender columns under axial and eccentric loading	18
Cyclic behaviour of welded stainless steel beam-to-column connections: Experimental and numerical study	18
BIM-based intelligent optimization of complex steel joints using SVM and NSGA-II	18
Flexural behavior of circular section concrete-filled steel tubes with embedded latticed angles	18