Journal of Constructional Steel Research

Papers
(The TQCC of Journal of Constructional Steel Research is 9. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2021-04-01 to 2025-04-01.)
ArticleCitations
Aerodynamic performance evaluation of steel-UHPC composite deck cable-stayed bridges with VIV countermeasures197
Uniform and tapered welded I-sections: Lateral buckling of columns and out-of-plane buckling of beam-columns84
Research on the seismic performance of novel side-plate reinforced beam-column composite joints83
Wind-induced vibration and control of truss string structures subjected to thunderstorm downbursts76
Fatigue performance of innovative open-rib orthotropic steel deck for super-long suspension bridge72
Seismic analysis of behavior and damage of multi-ribbed steel-plate shear walls69
Behaviour, design and performance of steel-concrete composite walls in fire67
Shaking table testing of an innovative wireway vibration attenuation system67
Performance of circular concrete-filled steel tubular chord under bidirectional lateral local compression58
Shape optimization method of grid shell structures based on PGSA55
Post-fire mechanical properties of low yield steel in uniaxial tension51
Development of concentrically brace frame with novel partial self-centering coupled shear links for seismic resilience49
A unified structural strain method for high- and low-cycle fatigue of welded cruciform joints made from various base metals49
Axial compression behavior of stainless steel tube-UHPC‑carbon steel tube stub column48
Modular corrugated steel plate shear wall: The relationship of matching with boundary column in terms of stiffness and strength47
Circular CFDST short columns with hoops under compression: Comparative study and confinement models46
Effect of undercut defects on high-cycle fatigue behavior of welded joints46
Influence of raw coal gangue on axial compression response of CFST columns46
Development of an innovative ring spring-based self-centering friction damper46
Energy absorption characteristics and misalignment design for combined structures with compact units46
Seismic fragility investigation of hybrid structures BRBF with eccentric-configuration and self-centering frame44
Experimental and numerical studies on hysteresis performance of U-shaped SMA-steel plates damper44
Mechanical properties and shape-control abilities of a cable dome under asymmetrical loads44
Experimental behavior, numerical modeling and parameters evaluation of three-dimensional seismic isolation device44
Experimental and numerical investigation of multi-cavity concrete-filled double-skin steel tubular short column44
Deterioration of fatigue strength of bolted connection plates under combined corrosion and fatigue43
Web crippling of cold-formed carbon steel, stainless steel, and aluminium channels: Investigation and design43
Study on fatigue performance of steel bridge welded joints considering initial defects42
Design procedures for cold-formed stainless steel built-up columns assembled from equal-leg angles41
Experimental study on local stability of special-shaped HSS columns with single-corrugation40
Confinement mechanism and compressive stress-strain behaviours of FRP-interlayer-steel confined concrete tubes40
Structural optimization of closed built-up cold-formed steel columns39
Effects of high-temperature cooling and ultralow cyclic loading on mechanical behavior of Q450 weathering steel39
Stability of steel columns strengthened under preload: Numerical study with experimental validation38
A continuous dynamic constitutive model for normal- and high-strength structural steels38
Robustness-based assessment and monitoring of steel truss railway bridges to prevent progressive collapse38
Probabilistic modelling of residual stresses in cold-formed rectangular hollow sections38
Static performance of welded hollow sphere joints with trapezoidal ribs under both axial compression and bending moment37
Recommendations for Implementing Circular Economy in Construction: Direct Reuse of Steel Structures37
Buckling strength of compression members considering mechanical performance variations by heat exposure37
Calibration of GTN model for fracture analysis of steel plates with holes37
Mechanical properties and stress–strain response of stainless clad steel materials37
Fatigue failure and fracture morphology of deck-rib welded joint integrating mean stress effect37
Mechanical properties of CFSST with steel reinforcement cage under biaxial eccentric compression37
Paradigm update in the design of long-span railway-crossing bridges36
Performance of steel tube reinforced concrete-filled weathering steel tubular members under lateral impact loading36
Fracture modelling of A4–80 stainless steel bolts in different bolted connection components36
Experimental and analytical studies on tensile behavior of kinked steel plates35
Micromechanism model of LY225 steel under cyclic loading based on acoustic emission entropy35
Effective material model for cold-formed rectangular hollow sections in beam element-based advanced analysis35
Enhancement of PZT-based damage detection in real-scale post-tensioned anchorage under ambient conditions35
Editorial Board34
Preload loss in uncoated weathering steel bolted connections considering corrosion and fatigue34
Modified effective notch stress method for fatigue evaluation of rib-deck welds integrating the critical distance approach34
Theoretical and experimental study on seismic performance of T-section metallic damper34
Assessment of the dynamic structural behaviour of storage steel tanks34
Numerical studies on low-temperature eccentric-compression behaviours of UHPC-filled Q690E high-strength steel tubes33
Investigation on mechanical behavior of shear panel damper under bidirectional loading33
Axial compression behaviour of circular concrete-filled double-skin steel tubular columns with bolted shear studs: Numerical investigation and design33
Flexural behavior of castellated partially encased composite (PEC) beams32
Flexural behaviour of rectangular double-opening concrete filled sandwich steel tube (DCFSST) beams32
New design recommendations for QN1803 high-strength stainless-steel plate girders with web openings in shear31
Experimental and analytical investigations of steel shear buckling-inhibited energy dissipation devices31
Cyclic behavior of sandwich steel plate shear wall with embedded corrugated plate31
Hysteretic behavior and cyclic constitutive model of corroded low-alloy steel in a corrosive environment31
A study on static properties of high-performance steel after corrosion damage31
Interaction and compatibility between steel and concrete of circular CFST stub columns with high-strength materials30
Theoretical study and design recommendations on load-carrying capacity of Fe-SMA-to-steel bolted joints30
Classification and ultimate capacity of duplex stainless steel H-section under cyclic loading30
Mechanical performance of ocean concrete-filled circular CFRP-steel tube columns under axial compression30
Development of an innovative module-to-core wall connection for steel-framed modular high-rise buildings30
Anti-collapse behavior of modular steel buildings with corrugated panels30
European seismic prequalification of steel beam-to-column joints: EQUALJOINTS and EQUALJOINTS-Plus projects30
Performance-based optimum seismic design of cable tray system29
Hysteretic behaviors of square hollow column-truss beam-diagonal brace connections in steel buildings29
A novel energy dissipation damper for multi-level earthquakes29
Experimental and numerical investigation on global-stability of welded BS700 high-strength steel beams29
Seismic performance of composite jacket-confined square high-strength concrete-filled steel tube columns29
Assessment of cyclic degradation effects in composite steel-concrete members29
Seismic behavior of through beam connection to steel box-column28
Numerical simulation of local-distortional buckling behavior of lipped C-section stainless steel columns28
Editorial Board28
Theoretical analysis and optimization of toggle-brace damper for cable tray system28
Regression models for predicting the inelastic seismic response of steel braced frames28
Moment-rotation model of self-centering(SC) column base with web-friction-device(WFD) and stiffener-steel(SS) angles28
Axial compressive behavior of T-shaped welded multi-partition composite members28
System reliability-based design of steel-concrete composite frames with CFST columns and composite beams28
Behaviour of concrete-filled circular steel tubular K-joints in wind turbine towers28
Shear mechanism and design of small-scale tubular flange corrugated web girders28
Catenary effect of multi-story steel moment frame under asymmetric horizontal constraint27
Seismic performance of a double-hinge steel frame joint with replaceable T-shape energy dissipator27
Strain-hardening dependent cross-sectional slenderness limits for the plastic resistance of steel beams27
Experimental investigation of effect of changing gap size in buckling restrained braces27
Dynamic response of cross steel reinforced concrete filled steel tubular columns under impact under fire27
General comments stimulated by three articles on fire behaviour of bridges in the journal of constructional steel research27
Seismic retrofitting of beam to double-I built-up column moment connections by lateral T-stiffeners: Experimental and numerical study27
Fatigue strength of cold-formed structural steel details: Numerical modelling and experimental results27
Parametric study and design method on unequal depth beams to corner column joints with H-damper26
Fatigue action on crane runway beams26
Structural behaviour of isolated composite beam-slab system subject to elevated temperature26
Buckling and fracture behavior of cold formed carbon/stainless steel tubular braces under far field and near fault loadings26
Dynamic analysis of three-directional vibration isolation and mitigation for long-span grid structure26
Enhancing progressive collapse resistance of steel structures using a new bolt sleeve device26
In-plane buckling strength of high strength steel I-section arches26
Experimental study on buckling behavior of orthotropic steel deck with slender open ribs for large span suspension bridges26
Buckling solutions for compression members with end restraints defined along non-principal directions26
Numerical and experimental study of the BUEEP connection using an inner box26
Mixed-mode fatigue crack growth analysis of I-shaped steel girders with trapezoidal corrugated-webs25
Theoretical model for spontaneous combustion gangue coarse aggregate concrete filled steel tube stub columns25
Behaviour of embedded H-profile balcony-to-slab connection25
Editorial Board25
Editorial Board25
Critical temperatures of concrete-filled steel tubular columns for early-warning of fire-induced failure25
Experimental study of ferritic stainless steel bolted T-stubs under monotonic loading25
Editorial Board25
Axial resistance of elliptical hollow section K-joints made of high strength steel25
Sidesway collapse capacity of the bottom-story-stiffness-irregular moment-resisting frames25
Study of various parameters on residual stress relaxation for different welded components25
Out-of-plane behaviour of imperfect beam-column with sinusoidally corrugated web25
Experimental research on shear performance of frontal fillet weld with beading defects24
Limitations of plastic bending resistance for composite beams deviated from strain-limitation24
Structural design and crashworthiness analysis of axial cutting coupled radial extrusion tube24
Sensitivity and reliability assessment of buckling restrained braces using machine learning assisted-simulation24
Size and training effects on the mechanical properties and hysteretic modelling of superelastic SMA plates24
Buckling of corrugated steel plates under uniaxial compression24
Boundary continuity effect on performance of composite beam-slab sub-assemblages at elevated temperature24
On the out-of-plane buckling of RHS X-joints – Analytical and numerical approaches24
Equivalent sway imperfections for use in structural steel design by GNIA24
Maximum temperature of steel bridges due to multiple under-bridge fire sources23
An experimental and numerical study of ultra-high strength concrete filled circular tube column post-fire23
Post-fire hysteretic and low-cycle fatigue behaviors of Q345 carbon steel23
Hysteretic performance of novel grouted steel beam-column corner-connections for modular integrated construction23
Prediction of axial compression behavior of rectangular RCFST columns with confining ties23
Variable fatigue loading effects on corrugated steel box girders with recycled concrete23
Analysis of shrinkage influence on bond in CFST elements filled with SCC23
Experimental & numerical investigation of all-steel assembled cruciform buckling-restrained braces23
Axial compressive behavior of built-in carbon-steel marine concrete-filled stainless steel tubular columns23
Threshold stiffness of lateral bracing in systems of parallel compression members23
Developments of prefabricated steel-concrete composite beams with novel steel-yielding demountable bolt connectors23
Behaviour of cold-formed steel lipped channel sections subject to eccentric axial compression22
Fatigue assessment of steel riveted railway bridges: Full-scale tests and analytical approach22
Innovative compressive design resistance and behaviour of concrete-filled short columns with stiffened square steel sections22
Experimental and numerical study of steel-to-concrete joint section in hybrid cable-stayed bridges22
Experimental study on the seismic performance of the new fully-bolted beam-column joint22
Welded residual stresses in corrugated steel webs: Theoretical and experimental analyses22
Behavior of TOBs bolted curved T-stubs to steel tube with internal stiffener22
Shear response of circular-in-square CFDST members: Experimental investigation and finite element analysis22
Size effect on the seismic behavior of square CFST short columns22
Progressive collapse of steel structures exposed to fire: A critical review22
Efficient fatigue damage estimation of offshore wind turbine foundation under wind-wave actions22
Concentric and eccentric compressive behaviors of stiffened T-shaped CFST columns22
Experimental investigation and modelling of T-stubs undergoing large displacements22
Performance of double-skin truss-reinforced composite wall under axial compression22
Non-linear analysis models for Composite Plate Shear Walls-Concrete Filled (C-PSW/CF)21
Ultimate behaviour of bolted beam-to-column connections in large rotations21
Compressive stiffness of L-stubs in contact with rigid and flexible foundations21
Structural behavior of a novel preplaced aggregate concrete-filled steel tube stub columns21
Development of a corrugated web shear link for steel moment-resisting frames21
Research on prediction model for preload loss in cable clamp bolts of suspension bridges21
More efficient design of CFS strap-braced frames under vertical and seismic loading21
Numerical modelling and equivalent brace model of cold-formed steel buckling-restrained steel plate shear walls21
Static behavior of end-plate connection between square tubular column strengthened by sleeved pipe and I-steel beam21
Investigation on in-plane structural behavior of steel arches with rectangular web-openings21
Compressive behavior of steel tube reinforced concrete column under eccentric loads21
Study of axial compressive stability of lattice-type attached support21
Design of cold-formed steel battened built-up columns21
Research on overall stability of BS700 high-strength steel columns with box section21
Impact of member interaction on static mechanical performance of steel-aluminum composite gusset joints21
Experimental study on steel plate shear walls with novel plate-frame connection21
Seismic performance of earthquake-resilient prefabricated corrugated web beam-column connection with buckling-restrained plates21
Low-cycle fatigue behavior on the tensile region of Hollo-bolted angle connections21
Experimental Investigations on Structural Behaviour of Reusable Interlocking Steel column base Connection with Demountability20
A decomposition method for form-finding of circular hybrid cable-truss structures considering self-weight20
Experimental and numerical investigation of fire resistance of G550 galvanized steel-concrete slabs20
An effective stress approach for the design of rectangular hollow section flexural members with slender elements20
Hysteretic behavior and design methods of concrete-filled double skin stainless steel tubular beam-columns20
Analysis of dumbbell-shaped CFST members subjected to combined compression and torsion loadings20
Corrosion resistance and mechanical properties of coating/steel substrate system in acid rain environment20
Seismic performance of PS-CFST bridge piers with novel external replaceable energy dissipating devices20
Experimental and analytical investigation on the behavior of deformation-amplified torsional steel-tube dampers20
Design and shock isolation performances of two-layered ring-spring meta-isolation systems20
Post-fire progressive collapse resistance of beam-column substructures with RBS connections20
Numerical analysis and experimental validation of new steel-stiffened hybrid steel-PFRP bolted joints20
Effect of ultrasonic impact treatment on welding residual stress and fatigue resistance of doubly-welded rib-to-deck joints in OSD19
Structural behavior and soil arching state of underground corrugated steel utility tunnel19
Structural and nonstructural damage assessment of steel buildings equipped with self-centering energy-absorbing rocking core systems: A comparative study19
Modeling the cyclic behavior of composite plate shear walls/concrete filled (C-PSW/ CF)19
Local buckling of cold-formed high-strength steel hollow section columns at elevated temperatures19
The plastic and the ultimate resistance of four-bolt extended end-plate connections19
Behavior of CA-UHPC filled circular steel tube stub columns under axial compression19
Numerically efficient analysis of concrete-filled steel tubular columns under lateral impact loading19
Experimental investigation on bolted inter-module connections and subassemblies of steel modular frames19
Experimental study on cyclic hardening characteristics of structural stainless steels19
Failure prediction of butterfly-shaped steel plate shear keys under cyclic loadings19
Editorial Board19
Influence of patch load length on strengthening effect in steel plate girders19
Effect of lightweight steel partitions on seismic behaviour of moment resisting frames19
Corrosion and mechanical behavior of a new Q450 weathering steel19
A simplified method for thermal buckling verification in steel–concrete composite elements19
Floor slab composite action effects on hysteresis behaviors of steel-framed-tube structures with shear links19
Reliability analysis of shear design provisions for cold formed steel sections19
Mechanical properties of bridge-steel weldments at elevated temperatures18
Prediction of far-field blast loads from large TNT-equivalent explosives on gabled frames18
Experimental study on the post-fire mechanical behaviours of structural steels18
Experimental research on the fatigue crack growth behaviour of Q420C18
Mechanical properties of steel wires of 1670 MPa, 1770 MPa, and 1860 MPa grades under high strain rates and temperatures18
High-temperature mechanical properties and failure modes of UHSS wire for cable-supported bridge18
Deformation capacity of 400 N/mm2 class structural steel under extremely large strains18
Cyclic fracture simulation through element deletion in structural steel systems18
Experimental and theoretical research on a shear-bending-metallic-damper with a double-phased yield mechanism18
UHPC-encased CFST composite columns under lateral impact: An experimental investigation18
Effect of cold-form and tensile strain rate on mechanical properties of Q345 steel at elevated temperatures18
Evaluation of limit curves double corrugated profiles of arched roofs18
Parametric study of hysteretic performance of high-strength steel framed-tube structures with web-bolted connected shear links18
Axial compressive behavior of middle partially encased composite brace18
Studies on the experimental and simulated cyclic-plastic response of structural mild steels18
Axial compression stability of corroded circular steel tubes in simulated seawater environments18
Column base connections under compression and biaxial moments: Experimental and numerical investigations18
Material properties and residual stresses of high strength steel hexagonal hollow sections18
Experimental program on the flexural response of steel joist top chord extensions18
Impact resistance performance and simplified calculation method of web-opened steel beams under impact loads18
Elevated-temperature mechanical property and constitutive model of Galfan-coated and full-locked steel cables18
Vertical component effects of earthquake and soil-structure interaction on steel gabled frames18
Behavior of new hybrid connection between steel beam and concrete-encased composite column18
Seismic performance of cold-formed steel centre-sheathed shear wall: Simulation and theoretical prediction18
Experimental study on the seismic behavior of an innovative stepped beam-column joint18
Bearing performance of high-strength bolted corrugated steel longitudinal seams17
Fragility-based robustness assessment of steel modular building systems: Connection and building height17
Strong axis low-damage performance of rocking column-base joints with asymmetric friction connections17
Numerical and databased investigations on the fatigue of cruciform joints with gaps17
Numerical investigation of cyclic behaviour in H-shaped stainless-steel beam-columns17
Eccentric compressive performance and design of asymmetric steel columns with complex edges17
Design and testing of steel additive-manufactured moment-resistant beam-to-column connection17
Stainless steel I-section columns fire design considering the influence of loading history17
Effect of deformation rate on the axial joint strength made of Fe-SMA17
Mechanical properties of Q355 hot-rolled steel during the entire fire process17
Performance-based rules for the simplified assessment of steel CBFs17
Experimental study of seismic performance of PEC column-steel beam 3D frame with endplate connection17
Post-fire bond behaviour in elliptical concrete filled steel tubes: Experiment and simulation17
Optimization of cold-formed steel beam cross-sections for pallet rack storage systems17
Modified calculation on shear stress of girder bridges with corrugated steel webs17
Dynamic behaviors of butt welds and fillet welds under intermediate strain rate17
Research on the bi-directional bending performance of plug-pin scaffold joints in low-temperature17
Superior low-cycle fatigue performance of iron-based SMA for seismic damping application17
Material synergy and parameter optimization of axially-loaded circular UHPC-filled steel tubes17
Influence of welding method on residual stress and metallography of a mild steel welded butt-joint plate17
Fire performance of gypsum-sheathed cold-formed steel walls with rectangular section studs17
The influence of external weld imperfection size on the load-bearing capacity of butt-welded joints17
Global stability design of grid cylindrical-lattice shells under combined axial compression and bending moment17
Experiment and design methodology of an IODR flange connection under bending load17
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