OOIR: Observatory of International Research

Papers

(The H4-Index of Journal of Constructional Steel Research is 40. 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 2021-07-01 to 2025-07-01.)

Article	Citations
Post-fire mechanical properties of low-alloyed YSt-355-FR (126 % Mo) fire-resistant steel	220
Experimental seismic behaviors of different connections to CFST end-columns in shear walls	88
Ultimate strength assessment of randomly pitted stiffened panels considering stiffener corrosion	82
Tensile properties of welded joints with delayed hydride crack	80
Experimental study and parameter determination of cyclic constitutive model for bridge steels	78
Global stability design of grid cylindrical-lattice shells under combined axial compression and bending moment	73
Impact of member interaction on static mechanical performance of steel-aluminum composite gusset joints	61
Flexural behaviour of rectangular double-opening concrete filled sandwich steel tube (DCFSST) beams	60
Axial compression behavior of stainless steel tube-UHPC‑carbon steel tube stub column	57
A unified structural strain method for high- and low-cycle fatigue of welded cruciform joints made from various base metals	54
Modular corrugated steel plate shear wall: The relationship of matching with boundary column in terms of stiffness and strength	53
Maximum temperature of steel bridges due to multiple under-bridge fire sources	53
Deformation capacity of 400 N/mm2 class structural steel under extremely large strains	52
Experimental research on the fatigue crack growth behaviour of Q420C	52
Seismic behavior of steel-sheathed cold-formed steel shear walls with reinforced end columns	51
Progressive collapse of steel structures exposed to fire: A critical review	50
Parametric study of 3D steel moment connections with built-up box column subjected to biaxial cyclic loads	50
Shear performance of partially encased composite beams with high-strength steel and UHPC	50
Cyclic behavior of sandwich steel plate shear wall with embedded corrugated plate	48
Size and training effects on the mechanical properties and hysteretic modelling of superelastic SMA plates	48
Progressive collapse resistance prediction of truss string structures under key chord failure	47
More efficient design of reduced beam sections (RBS) for maximum seismic performance	47
Experimental and analytical investigations of steel shear buckling-inhibited energy dissipation devices	47
Catenary effect of multi-story steel moment frame under asymmetric horizontal constraint	46
Assessment of the dynamic structural behaviour of storage steel tanks	45

Buckling and fracture behavior of cold formed carbon/stainless steel tubular braces under far field and near fault loadings	45
Seismic performance of a double-hinge steel frame joint with replaceable T-shape energy dissipator	45
Mixed-mode fatigue crack growth analysis of I-shaped steel girders with trapezoidal corrugated-webs	45
Editorial Board	45
Numerical and experimental study of the BUEEP connection using an inner box	45
Editorial Board	45
Dynamic response and damage mechanism of parallel wire cables under contact explosion	44
Fracture modelling of A4–80 stainless steel bolts in different bolted connection components	44
Out-of-plane behaviour of imperfect beam-column with sinusoidally corrugated web	42
Mechanical properties and shape-control abilities of a cable dome under asymmetrical loads	42
Development of a corrugated web shear link for steel moment-resisting frames	42
Seismic performance of composite jacket-confined square high-strength concrete-filled steel tube columns	42
Effects of high-temperature cooling and ultralow cyclic loading on mechanical behavior of Q450 weathering steel	41
Critical temperatures of concrete-filled steel tubular columns for early-warning of fire-induced failure	41
Intelligent optimization method for complex steel structures based on internal force state	40