Journal of Constructional Steel Research

Papers
(The H4-Index of Journal of Constructional Steel Research is 39. 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 2022-08-01 to 2026-08-01.)
ArticleCitations
Mechanical performance and design method of two-side-connected SPSW reinforced on free edges127
Catenary effect of multi-story steel moment frame under asymmetric horizontal constraint114
Effects of high-temperature cooling and ultralow cyclic loading on mechanical behavior of Q450 weathering steel84
Editorial Board74
Design of cold-formed high-strength steel SHS and RHS columns at elevated temperatures69
Tensile properties of welded joints with delayed hydride crack69
Editorial Board65
Behaviour and design of double-coped steel beams under combined bending, shear and axial force57
Seismic performance of composite jacket-confined square high-strength concrete-filled steel tube columns56
Mechanical properties and shape-control abilities of a cable dome under asymmetrical loads56
Overload strengthening and seismic performance of existing large-span steel truss structure55
Ultra-low cycle fatigue performance of grid structure with bolted spherical joints55
Innovative continuous diagonal with stamped connections for cold-formed steel space trusses53
Intelligent optimization method for complex steel structures based on internal force state50
Post-fire mechanical properties of low-alloyed YSt-355-FR (126 % Mo) fire-resistant steel49
Performance-based optimum seismic design of cable tray system48
Impact of member interaction on static mechanical performance of steel-aluminum composite gusset joints47
Paradigm update in the design of long-span railway-crossing bridges47
Fire performance of end-restrained circular steel tube confined reinforced concrete columns46
Axial compressive behavior of an asymmetric steel columns in modular emergency buildings46
Seismic performance of a joint with replaceable flange-opening beam segment46
Shear performance of partially encased composite beams with high-strength steel and UHPC45
Cyclic behavior of sandwich steel plate shear wall with embedded corrugated plate45
Assessment of the dynamic structural behaviour of storage steel tanks44
Experimental and numerical investigation of fire resistance of G550 galvanized steel-concrete slabs43
Flexural behaviour of rectangular double-opening concrete filled sandwich steel tube (DCFSST) beams42
Shear behavior of lap connection using T-head square-neck one-side bolts42
Bending behavior of RHS-to-CHS X-connections42
Development of an innovative module-to-core wall connection for steel-framed modular high-rise buildings42
Axial compression behavior of stainless steel tube-UHPC‑carbon steel tube stub column41
Experimental assessment of single-sided fillet welds under bending and combined shear–bending loading41
Global stability design of grid cylindrical-lattice shells under combined axial compression and bending moment41
Numerical simulation method and dent-model of circular steel tubes under low-speed impact41
Experimental seismic behaviors of different connections to CFST end-columns in shear walls41
Inelastic numerical analysis-based optimal design of longitudinal stiffeners in steel web plates41
Influence of lumped mass and rotary inertia on seismic isolated post equipment41
Parametric study of 3D steel moment connections with built-up box column subjected to biaxial cyclic loads40
Development of an innovative ring spring-based self-centering friction damper39
Dynamic response and damage mechanism of parallel wire cables under contact explosion39
A unified structural strain method for high- and low-cycle fatigue of welded cruciform joints made from various base metals39
Fracture modelling of A4–80 stainless steel bolts in different bolted connection components39
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