OOIR: Observatory of International 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 2022-01-01 to 2026-01-01.)

Article	Citations
Numerical simulation method and dent-model of circular steel tubes under low-speed impact	260
Anti-collapse performance of beam-column substructure with angle cleat connection at elevated temperatures	102
Experimental and numerical investigation of fire resistance of G550 galvanized steel-concrete slabs	97
Fracture modelling of A4–80 stainless steel bolts in different bolted connection components	86
Assessment of the dynamic structural behaviour of storage steel tanks	65
Flexural behaviour of rectangular double-opening concrete filled sandwich steel tube (DCFSST) beams	62
Numerical and experimental study of the BUEEP connection using an inner box	58
Experimental seismic behaviors of different connections to CFST end-columns in shear walls	57
Catenary effect of multi-story steel moment frame under asymmetric horizontal constraint	55
Parametric study of 3D steel moment connections with built-up box column subjected to biaxial cyclic loads	55
Buckling and fracture behavior of cold formed carbon/stainless steel tubular braces under far field and near fault loadings	54
Editorial Board	53
Compressive stiffness of L-stubs in contact with rigid and flexible foundations	52
Tensile properties of welded joints with delayed hydride crack	52
Editorial Board	52
Experimental research on the fatigue crack growth behaviour of Q420C	51
Static performance of welded hollow sphere joints with trapezoidal ribs under both axial compression and bending moment	51
Wind design considerations for base-isolated post-disaster steel buildings in moderate seismic regions	50
Behaviour and design of double-coped steel beams under combined bending, shear and axial force	49
Design of axially compressed circular and I-shaped aluminum alloy 6A13-T6 components	48
Paradigm update in the design of long-span railway-crossing bridges	48
Global stability design of grid cylindrical-lattice shells under combined axial compression and bending moment	47
Behavior of T-stub steel connections bolted to rigid bases	47
Seismic performance of a joint with replaceable flange-opening beam segment	45
Experimental and analytical investigations of steel shear buckling-inhibited energy dissipation devices	44

Lateral-distortional buckling of steel-concrete composite beams: Kinematics, constrained-mode GBT and analytical formulae	42
Design of cold-formed high-strength steel SHS and RHS columns at elevated temperatures	42
Sidesway collapse capacity of the bottom-story-stiffness-irregular moment-resisting frames	42
Performance-based optimum seismic design of cable tray system	41
Compressive axial load performance of GFRP–confined recycled aggregate concrete–filled steel tube stub columns	40
Mixed-mode fatigue crack growth analysis of I-shaped steel girders with trapezoidal corrugated-webs	40
Influence of lumped mass and rotary inertia on seismic isolated post equipment	40
Overload strengthening and seismic performance of existing large-span steel truss structure	39
High-temperature mechanical properties and failure modes of UHSS wire for cable-supported bridge	39
Modular corrugated steel plate shear wall: The relationship of matching with boundary column in terms of stiffness and strength	39
Ultra-low cycle fatigue performance of grid structure with bolted spherical joints	39
Development of an innovative module-to-core wall connection for steel-framed modular high-rise buildings	39
Structural optimization of closed built-up cold-formed steel columns	39
Optimised steel frame design using reclaimed steel: Logistics impact on reuse efficiency	39