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 2021-10-01 to 2025-10-01.)

Article	Citations
Ultimate strength assessment of randomly pitted stiffened panels considering stiffener corrosion	240
Experimental and numerical investigation of fire resistance of G550 galvanized steel-concrete slabs	95
Intelligent optimization method for complex steel structures based on internal force state	82
Impact of member interaction on static mechanical performance of steel-aluminum composite gusset joints	74
Axial compression behavior of stainless steel tube-UHPC‑carbon steel tube stub column	64
Maximum temperature of steel bridges due to multiple under-bridge fire sources	62
Assessment of the dynamic structural behaviour of storage steel tanks	59
Fracture modelling of A4–80 stainless steel bolts in different bolted connection components	56
Axial compression behaviour of circular concrete-filled double-skin steel tubular columns with bolted shear studs: Numerical investigation and design	55
Numerical and databased investigations on the fatigue of cruciform joints with gaps	53
Progressive collapse resistance prediction of truss string structures under key chord failure	51
Post-fire mechanical properties of titanium–clad bimetallic steel in different cooling approaches	50
Post-fire behaviour of cold-formed high strength steel tubular T- and X-joints	50
High-temperature mechanical properties and failure modes of UHSS wire for cable-supported bridge	50
Mixed-mode fatigue crack growth analysis of I-shaped steel girders with trapezoidal corrugated-webs	49
Development of a corrugated web shear link for steel moment-resisting frames	49
Dynamic response and damage mechanism of parallel wire cables under contact explosion	49
Effects of high-temperature cooling and ultralow cyclic loading on mechanical behavior of Q450 weathering steel	48
Behavior of T-stub steel connections bolted to rigid bases	48
Critical temperatures of concrete-filled steel tubular columns for early-warning of fire-induced failure	48
Ultra-low cycle fatigue performance of grid structure with bolted spherical joints	48
Mechanical properties and shape-control abilities of a cable dome under asymmetrical loads	47
Conditional generative adversarial network for welding deformation field prediction of butt-welded plates	47
Influence of lumped mass and rotary inertia on seismic isolated post equipment	46
Experimental seismic behaviors of different connections to CFST end-columns in shear walls	46

Catenary effect of multi-story steel moment frame under asymmetric horizontal constraint	46
Global stability design of grid cylindrical-lattice shells under combined axial compression and bending moment	46
Parametric study of 3D steel moment connections with built-up box column subjected to biaxial cyclic loads	44
Flexural behavior of externally prestressed continuous steel-concrete composite beams	43
Buckling and fracture behavior of cold formed carbon/stainless steel tubular braces under far field and near fault loadings	43
Trussed square concrete-filled steel tubular hybrid structures subjected to axial compression	42
Seismic performance of a double-hinge steel frame joint with replaceable T-shape energy dissipator	40
Progressive collapse of steel structures exposed to fire: A critical review	39
Development of an innovative module-to-core wall connection for steel-framed modular high-rise buildings	39
Compressive stiffness of L-stubs in contact with rigid and flexible foundations	38
Editorial Board	38
Sidesway collapse capacity of the bottom-story-stiffness-irregular moment-resisting frames	38
Tensile properties of welded joints with delayed hydride crack	37
Editorial Board	37
Performance-based optimum seismic design of cable tray system	37