Journal of Constructional Steel Research

Article	Citations
Seismic resilient steel structures: A review of research, practice, challenges and opportunities	161
Design and analysis of a seismic resilient steel moment resisting frame equipped with damage-free self-centering column bases	82
Self-centring damper with multi-energy-dissipation mechanisms: Insights and structural seismic demand perspective	73
Post-fire mechanical properties of Q620 high-strength steel with different cooling methods	67
Variable-friction self-centering energy-dissipation braces (VF-SCEDBs) with NiTi SMA cables for seismic resilience	66
On the influence of the geometrical irregularities in the mechanical response of Wire-and-Arc Additively Manufactured planar elements	64
Post-fire mechanical properties of titanium–clad bimetallic steel in different cooling approaches	63
Development and validation of a versatile hysteretic model for pre-compressed self-centering buckling-restrained brace	63
Post-fire residual material properties of cold-formed steel elliptical hollow sections	58
Superior low-cycle fatigue performance of iron-based SMA for seismic damping application	56
Ultimate shear resistance of S600E high-strength stainless steel plate girders	55
Axial strength of back-to-back cold-formed steel channels with edge-stiffened holes, un-stiffened holes and plain webs	55
Exploration of the multidirectional stability and response of prefabricated volumetric modular steel structures	54
UHPC-based strengthening technique for orthotropic steel decks with significant fatigue cracking issues	48
Symmetric friction dampers in beam-to-column joints for low-damage steel MRFs	47
Statistical analysis of the material, geometrical and imperfection characteristics of structural stainless steels and members	46
Assembled self-centering energy dissipation braces and a force method-based model	45
Tensile and shear performance of rotary inter-module connection for modular steel buildings	45
Application of machine learning models for designing CFCFST columns	44
The effects of cross-sectional shapes on the axial performance of concrete-filled steel tube columns	43
Improving anti-progressive collapse capacity of welded connection based on energy dissipation cover-plates	42
Experimental investigation and numerical simulation on welding residual stress of innovative double-side welded rib-to-deck joints of orthotropic steel decks	40
Tests and design of built-up section columns	40
Low-cycle fatigue properties of bimetallic steel bars after exposure to elevated temperature	40
Post-fire performance of bonding interface in explosion-welded stainless-clad bimetallic steel	40

Axial compressive behaviour of CFDST stub columns with large void ratio	39
An efficient computational approach for heat source optimization in numerical simulations of arc welding processes	39
Behaviour and design of high strength CFST columns with slender sections	39
Experimental and numerical investigations of circular recycled aggregate concrete-filled stainless steel tube columns	38
Joints for treelike column structures based on generative design and additive manufacturing	38
Performance-based-plastic-design of damage-control steel MRFs equipped with self-centring energy dissipation bays	38
Experiments on dynamic mechanical properties of austenitic stainless steel S30408 and S31608	37
Axial behavior of square CFST with local corrosion simulated by artificial notch	37
Behaviour and design of ultra-high-strength CFST members subjected to compression and bending	37
Seismic fragility evaluation of semi-rigid frames subjected to near-field earthquakes	36
Seismic demand amplification of steel frames with SMAs induced by earthquake sequences	36
Experimental study on beam-to-column connections with reduced beam section against progressive collapse	36
Post-fire elastic modulus of rubberized fiber-reinforced concrete-filled steel tubular stub columns: Experimental and theoretical study	36
Fatigue life evaluation of high-strength steel wires with multiple corrosion pits based on the TCD	35
A novel residual stress model for welded I-sections	35
Welding-induced stresses and distortion in high-strength steel T-joints: Numerical and experimental study	35
Neural networks for predicting shear strength of CFS channels with slotted webs	35
Residual stress measurement combining blind-hole drilling and digital image correlation approach	35
Post-fire mechanical properties of base metal and welds of Q235 steel	35
Experimental studies on T-stub to hollow section column connection bolted by T-head square-neck one-side bolts under tension	34
Compressive behaviour of tapered concrete-filled double skin steel tubular stub columns	34
Effects of exposure temperature on low–cycle fatigue properties of Q690 high–strength steel	34
Capacity prediction of cold-formed stainless steel tubular columns using machine learning methods	34
Behaviour of cold-formed steel lipped channel sections subject to eccentric axial compression	34
A review and analysis of testing and modeling practice of extended Hollo-Bolt blind bolt connections	33
A continuous dynamic constitutive model for normal- and high-strength structural steels	33
High strength steel square and rectangular tubular stub columns infilled with concrete	33
Mechanical properties of conventional structural steel and fire-resistant steel at elevated temperatures	33
Numerical investigation of the strength and design of cold-formed steel built-up columns	32
Experimental investigation on recycled aggregate concrete filled steel tubular stub columns under axial compression	32
Retrofit of non-code conforming moment resisting beam-to-column joints: A case study	32
A replaceable fuse steel-concrete composite connection: Force transfer mechanism and design considerations	32
Post-fire hysteretic and low-cycle fatigue behaviors of Q345 carbon steel	32
Mechanical properties of Q345 structural steel after artificial cooling from elevated temperatures	32
Behaviour and design of fixed-ended steel equal-leg angle section columns	32
A precast beam-column connection using metallic damper as connector: Experiment and application	31
An experimental study of steel-concrete composite connections equipped with fuse angles	31
Post–fire properties of stainless–clad bimetallic steel produced by explosive welding process	31
Research on mechanical behaviour of tapered concrete-filled double skin steel tubular members with large hollow ratio subjected to bending	31
Experimental study on the fatigue behavior of corroded steel wire	31
Experimental study on bolted-cover plate corner connections for column-supported modular steel buildings	31
Performance-based seismic design method for retrofitting steel moment-resisting frames with self-centering energy-absorbing dual rocking core system	31
Performance and strength calculation of CFST columns with localized pitting corrosion damage	31
Reliability considerations of modern design codes for CFST columns	30
Tests of cold-formed steel built-up open section members under eccentric compressive load	30
Experimental and numerical analysis of preload in Extended Hollo-Bolt blind bolts	30
Experimental and numerical study on seismic performance of L-shaped multi-cellular CFST frames	30
Investigation of block shear strength of high strength steel bolted connections	30
Lateral resistance of multi-story modular buildings using tenon-connected inter-module connections	30
Bolted ring flanges in offshore-wind support structures - in-situ validation of load-transfer behaviour	30

Effect of reinforced concrete slab on the flexural behavior of composite beam to column joints: Parameter study and evaluation formulae	30
Axial compressive behaviour of tapered CFDST stub columns with large void ratio	30
Studies on T-shaped one-side bolted connection to hollow section column under bending	30
Improving structural robustness of steel frame buildings by enhancing floor deck connections	30
ISO 834 standard fire test and mechanism analysis of square tubed-reinforced-concrete columns	29
Seismic resilient steel substation with BI-TMDI: A theoretical model for optimal design	29
Effect of surface roughness on tensile ductility of artificially corroded steel plates	29
Post-fire behaviour of cold-formed high strength steel tubular T- and X-joints	29
European seismic prequalification of steel beam-to-column joints: EQUALJOINTS and EQUALJOINTS-Plus projects	28
Buckling analysis of an innovative type of steel-concrete composite support in tunnels	28
Fatigue assessment of steel riveted railway bridges: Full-scale tests and analytical approach	28
Geometric dimension and imperfection measurements of box-T section columns using 3D scanning	28
The influence of inter-module connections on the effective length of columns in multi-story modular steel frames	28
Characterization of robotized CMT-WAAM carbon steel	28
Design recommendations on longitudinally stiffened titanium-clad bimetallic steel plate girder	27
Design of Cold-Formed Steel Back-To-Back Connected Built-up Beams	27
Fatigue crack growth under overload/underload in different strength structural steels	27
Effect of inter-module connections on progressive collapse behaviour of MiC structures	27
Simplified method to identify full von Mises stress-strain curve of structural metals	27
Cyclic tests on hybrid buckling-restrained braces with Fe-based SMA core elements	27
High strength steel frames with curved knee braces: Performance-based damage-control design framework	26
Earthquake-induced economic loss estimation of eccentrically braced frames through roof acceleration-based nonmodel approach	26
Seismic behavior of thin-walled square CFST columns with diagonal rib/circular liner stiffeners	26
Experimental study of deconstructable bolt shear connectors subjected to cyclic loading	26
Optimisation of cold-formed steel beams for best seismic performance in bolted moment connections	26
Reassessment of fatigue detail categories of bolts and rods according to EC 3-1-9	26
Seismic performance analysis of corrugated-steel-plate composite shear wall based on corner failure	26
The influence of the axial restraint on the overstrength of short links	25
Flexural behavior of novel profiled steel-UHTCC assembled composite bridge decks	25
Material properties and residual stresses of high strength steel hexagonal hollow sections	25
Elevated temperature material properties of advanced high strength steel alloys	25
Experimental and numerical assessment of welded steel beam-column connections under impact loading	25
Finite element modelling and design of steel plate shear wall buckling-restrained by hat-section cold-formed steel members	25
Study of the seismic behavior of rigid and semi-rigid steel moment-resisting frames	25
Performance-based design of self-centering energy-absorbing dual rocking core system	25
Seismic response of steel multi-tiered eccentrically braced frames	24
Dynamic performance of composite beam-column connections subjected to impact loadings	24
Cyclic behaviour of a novel torsional steel-tube damper	24
Built-up nested cold-formed steel compression members subject to local or distortional buckling	24
More efficient design of reduced beam sections (RBS) for maximum seismic performance	24
Strain-rate effects on S690QL high strength steel under tensile loading	24
L-shaped steel-concrete composite columns under axial load: Experiment, simulations and design method	24
Numerical analysis of corner-supported composite modular buildings under wind actions	24
Ultimate compressive capacity of tapered concrete-filled double skin steel tubular stub columns with large hollow ratio	23
Computational simulation of elliptical concrete-filled steel tubular short columns including new confinement model	23
A comparative study on mechanical and environmental performance of concrete-filled steel tubes using molybdenum tailing aggregate	23
Testing, modelling and design of normal and high strength steel tubular beam-columns	23
Geometric imperfections and ultimate capacity analysis of a steel lattice transmission tower	23
Elastic buckling analysis of steel-strip-stiffened trapezoidal corrugated steel plate shear walls	23
Axial compressive behaviour of high-strength steel spiral-confined square concrete-filled steel tubular columns	23
Study on fatigue performance of steel bridge welded joints considering initial defects	23
Modeling the cyclic behavior of composite plate shear walls/concrete filled (C-PSW/ CF)	23
Hysteretic behavior of CFST column-steel beam bolted joints with external reinforcing diaphragm	23
Comparative analysis of code-based approaches for seismic assessment of existing steel moment resisting frames	23
Tensile behavior of stainless steel clad plates with different cladding ratios	23
Assessment of existing steel frames: Numerical study, pseudo-dynamic testing and influence of masonry infills	23
Field investigation on the mechanical performance of corrugated steel utility tunnel (CSUT)	22
Multi-objective optimization of a composite orthotropic bridge with RSM and NSGA-II algorithm	22
Fire resistance of high-strength steel tubes infilled with ultra-high-strength concrete under compression	22
Simplified structural behaviours of post-tensioned inter-module connection for modular buildings	22
Behaviour of steel beam-column joints subjected to quasi-static and impact loads	22
Compressive behavior of slender profiled double-skin composite walls	22
A study of hybrid self-centring beam-to-beam connections equipped with shape-memory-alloy-plates and washers	22
Rapid repair of RC bridge columns with prestressed stainless-steel hoops and stainless-steel jackets	22
Investigation of the tensile strain response of the girth weld of high-strength steel pipeline	22
Performance-based seismic design of full and partial self-centering steel braced frames using modified lateral force distribution	22
Stress behaviors of rib-to-deck double-sided weld detail on orthotropic steel deck	22
Experimental investigation and modelling of T-stubs undergoing large displacements	22
Seismic performance of steel-PEC spliced frame beam	21
Web crippling of cold-formed carbon steel, stainless steel, and aluminium channels: Investigation and design	21
Cyclic behavior of shear-type hysteretic dampers with different cross-sectional shapes	21
Progressive collapse resistance of composite frame with concrete-filled steel tubular column under a penultimate column removal scenario	21
Mechanical properties and modelling of superior high-performance steel at elevated temperatures	21
Dynamic performance of retrofitted steel beam-column connections subjected to impact loadings	21
Experimental research on fatigue performance of high-strength structural steel series	21
Energy dissipative beam-column connection for earthquake resistant moment frames	21
Numerical simulation of weld fracture using cohesive interface for novel inter-module connections	21
Seismic design and performance evaluation of low-rise steel buildings with self-centering energy-absorbing dual rocking core systems under far-field and near-fault ground motions	21
Design of square and rectangular CFST cross-sectional capacities in compression	21
Mechanical behavior of T-shaped CFST column to steel beam joint	21

Passing-through I-beam-to-CHS column joints made by laser cutting technology: Experimental tests and design model	21
Tensile resistance and deformation of novel bending T-stub connections against progressive collapse	20
Behaviors of improved multi-cell T-shaped concrete-filled steel tubular columns under eccentric loads	20
Damage response of polyurea-coated steel plates under combined blast and fragments loading	20
Behaviour and design of high-strength Grade 12.9 bolts under combined tension and shear	20
Quantitative analysis on post–fire–resistant performance of high–strength steel plate girders using LSTM	20
Interaction behaviour of buckling-restrained steel plate shear wall and boundary composite frame	20
Experimental study on collapse behaviour of truss string structures under cable rupture	20
Experimental investigation into mild steel circular concrete-filled double skin steel tube columns	20
Seismic fragility assessment of a transmission tower considering mainshock-aftershock sequences	20
Research on the specially-shaped corrugated steel plate shear walls with horizontal corrugation	20
Surface topography and stress concentration analysis for corroded high strength steel plate	20
High-temperature material degradation of Q345 cold-formed steel during full-range compartment fires	20
Fire tests of cold-formed steel walls made of hollow section studs	20
Seismic design of elements outside of the short low-yield-point steel shear links	20
Experimental and numerical study on cyclic behavior of corroded Q345 steel	20
Experimental study on steel-reinforced concrete-filled steel tubular columns under the fire	20
Progressive collapse risk of 2D and 3D steel-frame assemblies having shear connections	20
Strong axis low-damage performance of rocking column-base joints with asymmetric friction connections	20
Performance-based plastic design of multi-story hybrid braced frames with buckling-restrained braces and shape memory alloy braces	19
Mechanical behaviour and design of concrete-filled K and KK CHS connections	19
Torsional capacity of concrete-filled steel tube columns circumferentially confined by CFRP	19
Seismic performance evaluation of steel buckling-restrained braced frames including SMA materials	19
Experimental study of through diaphragm bolted joint between H-beam to CFST column	19
Fatigue strength and crack growth of double-side welded rib-to-deck joint in orthotropic steel decks	19
Fatigue probability model for AWJ-cut steel including surface roughness and residual stress	19
Experimental evaluation on seismic performance of multi-celled corrugated-plate CFST walls	19
Experimental investigation of double corrugated steel plate shear walls	19
Impact resistance and simplified evaluation method for square CFST members subjected to transverse impact	19
Experimental and numerical study on welding residual stress of U-rib stiffened plates	19
A simplified approach for collapse assessment of multi-Storey steel framed-structures with one column loss	19
Cyclic behavior and hysteresis model of beam-column joint under salt spray corrosion environment	19
Developments of steel-concrete-steel sandwich composite structures with novel EC connectors: Members	18
Structural performance of geopolymer-concrete-filled steel tube members subjected to compression and bending	18
Experimental study on cyclic hardening characteristics of structural stainless steels	18
Multi-scale numerical simulation analysis of CFST column-composite beam frame under a column-loss scenario	18
Performance-based assessment of CFS strap-braced stud walls under seismic loading	18
Tensile stress-strain models for high strength steels	18
Experimental study on the seismic behavior of prefabricated L-shaped concrete-filled steel tube with rectangular multi-cell columns under different lateral loading directions	18
T-stubs with two and four bolts under monotonic and cyclic loading	18
Modified Johnson–Cook model of SWRH82B steel under different manufacturing and cold-drawing conditions	18
Seismic collapse assessment of steel plate shear walls considering the mainshock–aftershock effects	18
Cyclic behaviour and hysteretic model of austenitic stainless steel bolted T-stubs	18
Evaluation of shear lag effect in HSS-UHPC composite beams with perfobond strip connectors: Experimental and numerical studies	18
Material ductility and temperature effects on block shear capacity of bolted connections	18
Seismic behavior of a novel beam to reinforced concrete-filled steel tube column joint	18
Combined compression-bending performance and design of CFST with localised pitting corrosion	18
Ultrahigh-strength steels at elevated temperatures	18
Progressive collapse resistance of single-layer latticed domes subjected to non-uniform snow loads	18
Seismic performance of bolted beam-to-column connection with rib-stiffened splicing plate	18
Comparative study on ultra-low-cycle-fatigue behavior of Q235 normal-steel and Q690 high-strength steel	18
The collapse margin ratio of steel frames considering the vertical component of earthquake ground motions	18
Mechanical properties and microstructure of laser-cladding additively manufactured 316L stainless steel sheets	18
Numerically efficient analysis of concrete-filled steel tubular columns under lateral impact loading	18
Generalised Component Method-based finite element analysis of steel frames	18
Fatigue strength of misaligned non-load-carrying cruciform joints made of ultra-high-strength steel	18
A component model for column face in bending of extended HolloBolt connections	18
A new constitutive model for high strength structural steels	18
Accordion effect in bridge girders with corrugated webs	18
Flexural buckling of stainless steel CHS columns: Reliability analysis utilizing FEM simulations	17
Seismic performance of assembly joints between HSPC beams and concrete-encased CFST columns	17
Seismic performance assessment of steel moment-resisting frames with self-centering viscous-hysteretic devices	17
Axial-moment interaction of high strength concrete encased steel composite columns: Experimental investigation	17
Modified damaged plasticity and variable confinement modelling of rectangular CFT columns	17
Tensile behaviour of innovative one-sided bolts in concrete-filled steel tubular connections	17
Moment gradient factor for steel I-beams with sinusoidal web openings	17
Seismic performance assessment of steel strip dampers equipped in high-rise steel frame	17
Performance of reinforced concrete-filled steel tubular (RCFST) members subjected to transverse impact loading	17
Numerical study of the seismic performance of a double-hinge steel frame joint	17
Post-fire constitutive model on explosively welded stainless-clad bimetallic steel after cold-forming process	17
Influence of U-shaped stiffeners on the blast-resistance performance of steel plates	17
Cold-formed steel portal frame moment-resisting joints: Behaviour, capacity and design	17
Axial compression behaviour of rectangular recycled aggregate concrete-filled steel tubular stub columns	17
Study on fracture properties of duplex stainless steel and its weld based on micromechanical models	17
Cyclic behavior of T-stub connection to hollow section steel column using TSOBs	17
Innovative self-centering systems using shape memory alloy bolts and energy dissipating devices	17
Parametric study of innovative bolted shear connectors using 3D finite element modelling	17
Numerical and databased investigations on the fatigue of cruciform joints with gaps	17
Flexural behaviour of stiffened and multi-cell L-shaped CFSTs considering different loading angles	17
Mechanical properties and creep strain of Q355 cold-formed steel at elevated temperature	17
Mechanical properties of low yield point steels subjected to low-cycle structural damage	17
Compressive behaviour of stiffened thin-walled CFDST columns with large hollow ratio	16
Effect of welding residual stress on the performance of CFST tubular joints	16
Compressive strength of collar plate reinforced SHS T-joints: Effect of geometrical parameters and chord stress ratio	16
Innovative compressive design resistance and behaviour of concrete-filled short columns with stiffened square steel sections	16
Mechanical performance of ocean concrete-filled circular CFRP-steel tube columns under axial compression	16
Structural robustness evaluation of steel frame buildings with different composite slabs using reduced-order modeling strategies	16
Near-field earthquake performance of SC-BRBs with optimal design parameters of SMA	16
Experimental and numerical study of hysteretic performance of new brace type damper	16
The plastic and the ultimate resistance of four-bolt extended end-plate connections	16
Early-warning methods for fire-induced collapse of single span steel portal frames	16
Latest developments on the analysis of thin-walled structures using Generalised Beam Theory (GBT)	16
Seismic performance of angle-steel reinforced concrete columns confined with spiral reinforcement	16
Seismic performance of semi-rigid steel frame infilled with prefabricated damping wall panels	16
Seismic performance of square concrete-filled steel tubular columns with diagonal binding ribs	16