Journal of Constructional Steel Research

Article	Citations
Effects of high-temperature cooling and ultralow cyclic loading on mechanical behavior of Q450 weathering steel	203
Collapse testing of steel-concrete composite floor systems under an exterior-column-removal scenario	85
Progressive collapse resistance prediction of truss string structures under key chord failure	78
Post-fire mechanical properties of low-alloyed YSt-355-FR (126 % Mo) fire-resistant steel	75
Experimental seismic behaviors of different connections to CFST end-columns in shear walls	74
Parametric study of 3D steel moment connections with built-up box column subjected to biaxial cyclic loads	72
Lateral-distortional buckling of steel-concrete composite beams: Kinematics, constrained-mode GBT and analytical formulae	68
Ultimate strength assessment of randomly pitted stiffened panels considering stiffener corrosion	60
Dynamic response and damage mechanism of parallel wire cables under contact explosion	55
Tensile properties of welded joints with delayed hydride crack	51
Experimental study and parameter determination of cyclic constitutive model for bridge steels	50
Impact of member interaction on static mechanical performance of steel-aluminum composite gusset joints	49
Global stability design of grid cylindrical-lattice shells under combined axial compression and bending moment	49
Intelligent optimization method for complex steel structures based on internal force state	49
Experimental and analytical investigations of steel shear buckling-inhibited energy dissipation devices	48
Flexural behaviour of rectangular double-opening concrete filled sandwich steel tube (DCFSST) beams	48
Development of an innovative ring spring-based self-centering friction damper	47
Axial compression behavior of stainless steel tube-UHPC‑carbon steel tube stub column	47
A unified structural strain method for high- and low-cycle fatigue of welded cruciform joints made from various base metals	47
Size and training effects on the mechanical properties and hysteretic modelling of superelastic SMA plates	46
Modular corrugated steel plate shear wall: The relationship of matching with boundary column in terms of stiffness and strength	46
Maximum temperature of steel bridges due to multiple under-bridge fire sources	45
Experimental research on the fatigue crack growth behaviour of Q420C	45
Deformation capacity of 400 N/mm2 class structural steel under extremely large strains	43
Shear performance of partially encased composite beams with high-strength steel and UHPC	43

Experimental and numerical investigation of fire resistance of G550 galvanized steel-concrete slabs	43
Catenary effect of multi-story steel moment frame under asymmetric horizontal constraint	42
Editorial Board	42
Seismic performance of a double-hinge steel frame joint with replaceable T-shape energy dissipator	42
Editorial Board	42
Threshold stiffness of lateral bracing in systems of parallel compression members	42
Buckling and fracture behavior of cold formed carbon/stainless steel tubular braces under far field and near fault loadings	41
Mixed-mode fatigue crack growth analysis of I-shaped steel girders with trapezoidal corrugated-webs	40
Numerical and experimental study of the BUEEP connection using an inner box	40
Fracture modelling of A4–80 stainless steel bolts in different bolted connection components	39
Assessment of the dynamic structural behaviour of storage steel tanks	39
Paradigm update in the design of long-span railway-crossing bridges	39
Ultra-low cycle fatigue performance of grid structure with bolted spherical joints	39
Cyclic behavior of sandwich steel plate shear wall with embedded corrugated plate	38
Wind design considerations for base-isolated post-disaster steel buildings in moderate seismic regions	38
Compressive stiffness of L-stubs in contact with rigid and flexible foundations	38
Axial compression behaviour of circular concrete-filled double-skin steel tubular columns with bolted shear studs: Numerical investigation and design	38
Structural optimization of closed built-up cold-formed steel columns	37
Performance-based optimum seismic design of cable tray system	37
Theoretical and experimental study on axial compression concrete-filled tubes with different confinements	37
Static performance of welded hollow sphere joints with trapezoidal ribs under both axial compression and bending moment	37
High-temperature mechanical properties and failure modes of UHSS wire for cable-supported bridge	37
Mechanical performance and design method of two-side-connected SPSW reinforced on free edges	36
Compressive axial load performance of GFRP–confined recycled aggregate concrete–filled steel tube stub columns	36
Interaction and compatibility between steel and concrete of circular CFST stub columns with high-strength materials	35
Influence of lumped mass and rotary inertia on seismic isolated post equipment	35
Post-fire behaviour of cold-formed high strength steel tubular T- and X-joints	35
More efficient design of reduced beam sections (RBS) for maximum seismic performance	35
Seismic behavior of steel-sheathed cold-formed steel shear walls with reinforced end columns	35
Fatigue behaviour of load-carrying fillet-welded cruciform joints of austenitic stainless steel	34
Numerical and databased investigations on the fatigue of cruciform joints with gaps	34
Effect of bending process on the fatigue behaviour of high strength steel	34
Trussed square concrete-filled steel tubular hybrid structures subjected to axial compression	33
Seismic demand amplification of steel frames with SMAs induced by earthquake sequences	33
Development of an innovative module-to-core wall connection for steel-framed modular high-rise buildings	33
Sidesway collapse capacity of the bottom-story-stiffness-irregular moment-resisting frames	32
Seismic performance of composite jacket-confined square high-strength concrete-filled steel tube columns	32
Mechanical properties and shape-control abilities of a cable dome under asymmetrical loads	32
Post-fire mechanical properties of titanium–clad bimetallic steel in different cooling approaches	32
Progressive collapse of steel structures exposed to fire: A critical review	32
Out-of-plane behaviour of imperfect beam-column with sinusoidally corrugated web	31
Behavior of T-stub steel connections bolted to rigid bases	31
Recommendations for Implementing Circular Economy in Construction: Direct Reuse of Steel Structures	31
Conditional generative adversarial network for welding deformation field prediction of butt-welded plates	31
Critical temperatures of concrete-filled steel tubular columns for early-warning of fire-induced failure	31
Flexural behavior of externally prestressed continuous steel-concrete composite beams	31
Fire performance of composite columns made of high strength steel and concrete	31
Experimental and numerical studies on hysteresis performance of U-shaped SMA-steel plates damper	30
Development of a corrugated web shear link for steel moment-resisting frames	30
Influence of composite floor slab on seismic performance of steel plate shear walls	30

Optimisation of cold-formed steel beams for best seismic performance in bolted moment connections	30
Shear behavior of I-section steel with circular web opening and novel reinforcement	29
Calibration and application of damage and rate-dependent constitutive model for SPCE steel	29
Overturning effects on seismic performance of the hybrid friction-based seismic isolation system	29
Progressive collapse performance of beam-column joint with WUF-B-RW connection after high temperature	29
Editorial Board	29
Editorial Board	29
Experimental and analytical performance of replaceable shear fuse connections for heavy beams	28
Horizontal self-centering structural system in steel structures diaphragms	28
Refinement of unified design formula for CFST stub columns under axial compression	28
Cyclic performance of prefabricated buckling-restrained steel plate shear wall with two-side connections	28
Post-fire constitutive model on explosively welded stainless-clad bimetallic steel after cold-forming process	28
Design of pin connections between steel members	28
Symmetric friction dampers in beam-to-column joints for low-damage steel MRFs	28
Experimental study on CFRP reinforcement and static performance of CHS KT-joints	27
Flexural performance of CFDST beams using recycled aggregate concrete	27
Fatigue performance of rib-to-deck joints in orthotropic steel deck with PWHT	27
Comprehensive study on corrosion induced structural deterioration of steel bars in reinforced concrete beams	27
Seismic optimization design of buckling-restrained braced frames for uniform damage criterion	27
Experimental and numerical study on the behavior of novel multi-segment replaceable steel shear links	27
Effect of geometry on flexural behavior of optimal designed web-expanded beams	27
Interfacial bond strength of SCFST composite columns after freeze-thaw cycles	27
Experimental analysis of beam-to-column connection with partially encased concrete column with varying inertia axis	27
Seismic behavior of lightweight steel frame with thin-walled steel skeleton-lightweight concrete wall	27
Fatigue evaluation and structural optimization of rib-to-diaphragm connection in orthotropic steel decks	27
Numerical simulation with an improved ductile fracture model for steel connections considering effect of element size	27
Static performance of multi-planar CFST chord-CHS brace KK joints	27
Bending performance of bolted beam-column joints with T-stubs	26
Experimental-numerical assessment of laterally-loaded CFS frames with steel sheathing and K-shaped braces	26
Effect of loading sequence on the ultra-low-cycle fatigue performance of all-steel BRBs	26
Influence of imperfections on the progressive collapse of steel moment resisting frames	26
Seismic performance and collapse assessment of a steel boundary frame with non-gapping beam-to-column rocking connections with buckling-restrained brace structural fuses	26
Development of large-scale SMA angles: Experiment, simulation and discussion	26
Numerical simulation and theoretical analysis of composite wall with built-in steel plate	26
Experimental, numerical and theoretical study on the steel-grid-shear-wall connected to frame-beams only	26
Experimental investigation on post-high temperature mechanical properties of aluminum‑lithium alloy 2195	26
Buckling-restrained brace with multiple steel bar cores using SHS outer tube	26
Investigation into the nonuniform temperature effect of a large-span stainless steel roof system under solar radiation	26
Development and validation of a model to calculate full-range response of bolted angle cleats in bending	25
Hysteresis performance of steel fiber-reinforced high-strength concrete-filled 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
Comparison of seismic resilience of steel frame structure equipped with double-stage and conventional buckling-restrained braces	25
Experimental investigation on recycled aggregate concrete filled steel tubular stub columns under axial compression	25
Analysis of vibration reduction performance for the novel tension-only vibration reduction device	25
Numerical research on dynamic behavior of CFRP-strengthened steel tubular Y-joints under blast	25
Prediction of load-deformation relations for CFDST columns through machine learning methods	25
Finite element analysis of locally strengthened stainless-steel tube under lateral impact loading	25
Reliability assessment of connections with slip-critical bolts and fillet welds in combination	25
Mechanical characteristics of flange joints for corrugated steel plate: Experiment and simulation	24
Elevated temperature properties of steel butt weldments	24
Axial compression performance of high-temperature-exposed concrete-filled steel tubular columns repaired with carbon fiber reinforced polymer	24
Comparing traditional and suction piles in steel design of wind turbine structures	24
Out-of-plane flexural behavior of assembled composite shear wall	24
Cyclic behavior of T-stub connection to hollow section steel column using TSOBs	24
Out-of-flatness of steel plate girder webs, part I: Tolerance review and measurements	24
Improved seismic resilience of existing steel moment frame by built-in continuous columns	23
Numerical study on the anti-impact performance of novel concrete-filled steel tubular joint with corrugated web and cover plates	23
Seismic behavior of precast CFST double-column piers with various connection types	23
Experimental and numerical study of prefabricated steel frame with integrated wall panels	23
Fire response of horizontally curved continuous composite bridge girders	23
I-section stainless steel portal frames: Loading tests and numerical modelling	23
Triple-actuator apparatus for strength experiments of cold-formed steel members in combined loadings	23
Performance-based-plastic-design of damage-control steel MRFs equipped with self-centring energy dissipation bays	23
Post-fire mechanical properties of base metal and welds of Q235 steel	23
Cyclic tests for assembled X-shaped buckling restrained brace using two unconnected steel plate braces	23
Compressive behavior of double-skin composite walls considering local buckling and post-buckling effect	23
Analysis of behavioral characteristics according to the fixing condition of pallet rack	23
Research on the specially-shaped corrugated steel plate shear walls with horizontal corrugation	23
Seismic performance of assembly joints between HSPC beams and concrete-encased CFST columns	23
Axial compression behaviour of circular and square UHPC-filled stainless steel tube columns	23
Numerical investigation on seismic resilient steel beam-to-column connections with replaceable buckling-restrained fuses	23
Experimental and numerical exploration for the design of swift-constructed demountable blind bolts	22
Flexural behavior of steel-UHPC composite beams with different connectors in negative moment	22
Parametric investigation on the design of RBS moment connections with jumbo beams and columns'. Journal of Constructional Steel Research 177 (2021) Start page–End page/106436	22
A new orthotropic steel deck system incorporating two novel structural details	22
Experimental study on seismic performance of prefabricated fully-bolted exterior diaphragm joint	22
High-cycle rotating-bending fatigue performance of S690QL welded joints	22
Steel I-sections resistance under compression or bending by the Overall Interaction Concept	22
Behaviour and design of stainless steel-concrete composite beam-to-column joints	22
Experimental investigation of global-distortional interaction buckling of stainless steel C-beams	22

Seismic behaviour and modelling of reinforced concrete-filled galvanized corrugated steel tubes	22
Full-range behaviour of T-stubs with various yield line patterns	22
Experimental and numerical study of a novel cold-formed steel T-Stub connection subjected to tension force	22
Loading test of full-scale composite plate girder with partial encasing	22
Efficient geometric nonlinear elastic analysis for design of steel structures: Benchmark studies	22
Experimental and numerical study on the degradation law of mechanical properties of stress-corrosion steel wire for bridge cables	22
Building retrofit with reduced web (RWS) and beam (RBS) section limited-ductility connections	21
Seismic retrofitting of SMRFs using varied yielding cross-section damper: A companion paper	21
Experimental investigation of lateral resistance of CFS walls with rigid diagonal bracings	21
Mechanical behavior of a novel compact steel-UHPC joint for hybrid girder bridges: Experimental and numerical investigation	21
A component-based macro-mechanical model for inter-module connections in steel volumetric buildings	21
Stress-strain models and numerical simulations of high-strength steel Q690E and Q960E at low temperatures	21
Generalizing AISC360–22's high-strength CFT member design equations for economical and safety-enhanced design	21
Bolt-free post-tensioned connection for steel-framed modular buildings and design for optimal preloading	21
Flexural behavior of prefabricated high-strength steel-concrete composite beams with steel block connectors	21
Stainless-steel square hollow tubes subjected to low-temperature eccentric compression loads	21
Study on fracture properties of duplex stainless steel and its weld based on micromechanical models	21
Intelligent prediction method for the collapse time of steel frame structures under fire	21
Local buckling and axial compressive behavior of stainless-clad bimetallic steel-plate composite walls	21
Hysteretic behaviour of square-hollow-section T- and X-joints with in-plane bending moment	20
Seismic response and theoretical analysis of grain bulk material-steel silo structure under earthquake action	20
Effects of corrosion and pre-fatigue damage on the mechanical properties of HRB400E rebars	20
Characterization of dynamic mechanical properties of LY100, LY160 low-yield-point steels	20
Strength design of T-shaped stainless steel core plate wall under axial compression	20
Testing, FE modelling and design of pin-ended stainless steel equal-leg angle section columns and beam–columns	20
Editorial Board	20
Axial load ratio effect on wide-flange columns subjected to far field detonations	20
Influence of resin asphalt pavement on stress behaviors of double-side welded rib-to-deck joints in orthotropic steel decks	20
Intermediate-point bracing for columns: New stiffness–buckling load formulae	20
Topology optimisation of double-layer grid structures with stability constraints	20
Fracture behavior analysis of X80 pipelines welded joints with unequal wall thickness	20
Impact resistance of bridge columns with energy-absorbing crash dampers under vehicle collisions	20
Experimental and numerical investigation of axial compressive strength of unstiffened slender tapered-webs	20
Editorial Board	20
Fracture investigation of different welded steel beam-column connections under three-point bending test	20
Design optimisation for cold rolled steel beam sections with web and flange stiffeners	20
Local buckling of hot-rolled stainless steel channel section stub columns after exposure to fire	20
Experimental investigation of cold-formed stainless steel tubular T-joints with loaded chord	19
Design of Cold-Formed Steel Back-To-Back Connected Built-up Beams	19
Moment gradient factor for steel I-beams with sinusoidal web openings	19
Stainless steel I-section beams subjected to combined torsion and bending: Experimental results	19
Effects of exposure temperature on low–cycle fatigue properties of Q690 high–strength steel	19
Seismic performance of SMA-prestressed self-centering beam-column joints: Experimental and numerical study	19
Research on factors affecting competitive failure between loosening and fatigue of bolt under combined excitation	19
Numerical analysis of bolt-fastened wedge-BFW-joints under eccentric loading	19
Elastoplastic analysis of shear resistance of special-shaped concrete-filled steel tubular connection	19
Compact and slender box concrete-filled stainless steel tubes under compression, bending, and combined loading	19
Experimental seismic behavior of double skin composite wall with steel truss	19
Experimental and numerical research on mechanical behavior of prestressed high-strength bolt joint	19
Experimental study and mechanical properties of prefabricated beam-column joint with L-shaped stiffeners	19
Brittle fracture estimation at ends of groove welded joints under cyclic loading	19
New design shear method for the bolted CFS connector in a CFS beam-to-column connection	19
Testing and analysis of a full-scale steel-framed building including the consideration of structure-cladding interaction	19
Eccentric compression behaviour and assessment of CFET short columns offering spherical-cap gaps	19
Experimental study on seismic performance of variable cross section replaceable link	19
Fire resistance and design assessment of Q355 circular hollow section joints	19
Experimental study on steel-reinforced concrete-filled steel tubular columns under the fire	19
Effects of cyclic loading and high-temperature cooling on mechanical properties of Q450 weathering steel	19
Simplified seismic design procedure for steel MRF structure with nonlinear viscous dampers	19
Testing and design on local-biaxial flexural interactive buckling behavior of high strength steel welded box beam-columns subjected to biaxial bending	18
Numerical analysis of suspension bridges with box girders subjected to detonations	18
Improving the T-stub component behavior tied to a rigid base	18
Experimental and numerical study of X-type energy dissipation device under impact loads	18
Cyclic behavior of a replaceable LYP steel link with corrugated web: Parametrical analyses and design recommendations	18
Behaviour of tapered CFDST columns with large hollow ratio under combined loads	18
High strain rate experiments and constitutive model for Q390D steel	18
Ductile fracture simulation of cold-formed high strength steel using GTN damage model	18
Numerical investigation and design method of bolted beam-column joint panel with eccentricity in beam depths	18
Seismic and resilient assessment on moment resisting frames with novel self-centering viscous dampers	18
Cyclic softening behavior of structural steel with strain range dependence	18
Seismic fragility analysis of prefabricated self-centering frame structure	18
Impact of unique practice in concentrically braced frames on their seismic performance	18
Editorial Board	18
Advanced line-finite-element for lateral-torsional buckling of beams with torsion and warping restraints	18
Experimental study on seismic performance of replaceable shear links with low-yield-point steel	18
Seismic collapse assessment of steel plate shear walls considering the mainshock–aftershock effects	18
Improving the mechanical characteristics of semi-rigid saddle connections	18
A simplified method for the dynamic analysis of structures under column loss	18
Ductile steel knee brace with built-in comb-shaped seismic damper	18
Large displacement model for the nonlinear behaviour of the face plate component	18
Editorial Board	18
Quantification of seismic performance factors of beam-through steel frames with self-centering modular panel and replaceable hysteretic dampers	18
Discussion on ultimate resistance formulas of high-strength bolts under tensile-shear coupling loading	18
Fatigue performance of Q345 structural steel after natural cooling from elevated temperatures	18
Restoring force model of end-plate bolted shear links in eccentrically braced frames	18
Hysteretic behavior of cold-formed steel reinforced concrete shear walls with steel meshes	18
The capacities of unstiffened T-stubs with thin plates and large bolts	18
Structural response of high strength S690 welded sections under cyclic loading conditions	18
Post-earthquake fire resistance of bolted end-plate connection joint with end-plate and web stiffeners	18
Strengthening Stainless Steel Tubular Beams using Fibre-reinforced Concrete incorporating Sugarcane Bagasse Ash	17
Cold-formed Q1200 ultra-high strength steel angle- and channel-section stub columns	17
Experimental investigation on flexural performance of T-joint concrete-filled steel tube with PBL	17
Structural behaviour of a novel demountable interlocking shear connection: Test, modelling and design	17
Seismic performance of resilient beam-column connection using replaceable stiffener angle steel	17
Full-scale tests on two-story SCBFs with Through–Gusset Plate in brace-to-CFT column connections	17