OOIR: Observatory of International Research

Papers

(The H4-Index of Journal of Constructional Steel Research is 37. 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 2022-06-01 to 2026-06-01.)

Article	Citations
Mechanical performance and design method of two-side-connected SPSW reinforced on free edges	120
Catenary effect of multi-story steel moment frame under asymmetric horizontal constraint	109
Progressive collapse resistance prediction of truss string structures under key chord failure	80
Effects of high-temperature cooling and ultralow cyclic loading on mechanical behavior of Q450 weathering steel	69
Editorial Board	67
Tensile properties of welded joints with delayed hydride crack	65
Maximum temperature of steel bridges due to multiple under-bridge fire sources	61
Design of cold-formed high-strength steel SHS and RHS columns at elevated temperatures	59
Editorial Board	56
Behaviour and design of double-coped steel beams under combined bending, shear and axial force	55
Mechanical properties and shape-control abilities of a cable dome under asymmetrical loads	54
Development of an innovative ring spring-based self-centering friction damper	52
Seismic performance of composite jacket-confined square high-strength concrete-filled steel tube columns	51
Buckling and fracture behavior of cold formed carbon/stainless steel tubular braces under far field and near fault loadings	50
Ultra-low cycle fatigue performance of grid structure with bolted spherical joints	50
Ultimate strength assessment of randomly pitted stiffened panels considering stiffener corrosion	47
Overload strengthening and seismic performance of existing large-span steel truss structure	46
Innovative continuous diagonal with stamped connections for cold-formed steel space trusses	45
Modular corrugated steel plate shear wall: The relationship of matching with boundary column in terms of stiffness and strength	44
Intelligent optimization method for complex steel structures based on internal force state	44
Initial global imperfections of L-shaped double steel plate composite walls	43
Post-fire mechanical properties of low-alloyed YSt-355-FR (126 % Mo) fire-resistant steel	43
Seismic behavior of steel-sheathed cold-formed steel shear walls with reinforced end columns	42
Paradigm update in the design of long-span railway-crossing bridges	42
Impact of member interaction on static mechanical performance of steel-aluminum composite gusset joints	42

Performance-based optimum seismic design of cable tray system	42
Fire performance of end-restrained circular steel tube confined reinforced concrete columns	41
Axial compressive behavior of an asymmetric steel columns in modular emergency buildings	40
Optimised steel frame design using reclaimed steel: Logistics impact on reuse efficiency	40
Transverse impact performance and design of rectangular reinforced concrete-filled steel tubular members	40
Experimental and analytical investigations of steel shear buckling-inhibited energy dissipation devices	40
Experimental and numerical studies on stress concentration factors of CHS-CFSHS X-joints under axial tension and in-plane bending loads	39
Seismic performance of a joint with replaceable flange-opening beam segment	39
Global stability design of grid cylindrical-lattice shells under combined axial compression and bending moment	38
Axial compression behavior of stainless steel tube-UHPC‑carbon steel tube stub column	38
Design of axially compressed circular and I-shaped aluminum alloy 6A13-T6 components	37
Axial compression behaviour of circular concrete-filled double-skin steel tubular columns with bolted shear studs: Numerical investigation and design	37
Flexural behavior of externally prestressed continuous steel-concrete composite beams	37
Influence of lumped mass and rotary inertia on seismic isolated post equipment	37
Fire testing on axially compressed stainless-clad bimetallic steel columns with restraints	37
Experimental assessment of single-sided fillet welds under bending and combined shear–bending loading	37