OOIR: Observatory of International Research

Papers

(The H4-Index of Journal of Constructional Steel Research is 38. 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 2021-09-01 to 2025-09-01.)

Article	Citations
Experimental seismic behaviors of different connections to CFST end-columns in shear walls	234
Ultimate strength assessment of randomly pitted stiffened panels considering stiffener corrosion	91
Tensile properties of welded joints with delayed hydride crack	87
Impact of member interaction on static mechanical performance of steel-aluminum composite gusset joints	80
Axial compression behavior of stainless steel tube-UHPC‑carbon steel tube stub column	75
Maximum temperature of steel bridges due to multiple under-bridge fire sources	64
Catenary effect of multi-story steel moment frame under asymmetric horizontal constraint	62
Lateral-distortional buckling of steel-concrete composite beams: Kinematics, constrained-mode GBT and analytical formulae	62
Editorial Board	55
Buckling and fracture behavior of cold formed carbon/stainless steel tubular braces under far field and near fault loadings	55
Editorial Board	55
Numerical and experimental study of the BUEEP connection using an inner box	54
Mixed-mode fatigue crack growth analysis of I-shaped steel girders with trapezoidal corrugated-webs	52
Assessment of the dynamic structural behaviour of storage steel tanks	51
Fracture modelling of A4–80 stainless steel bolts in different bolted connection components	50
Progressive collapse resistance prediction of truss string structures under key chord failure	49
Size and training effects on the mechanical properties and hysteretic modelling of superelastic SMA plates	49
Seismic behavior of steel-sheathed cold-formed steel shear walls with reinforced end columns	48
Development of a corrugated web shear link for steel moment-resisting frames	48
Interaction and compatibility between steel and concrete of circular CFST stub columns with high-strength materials	48
Theoretical and experimental study on axial compression concrete-filled tubes with different confinements	47
Numerical and databased investigations on the fatigue of cruciform joints with gaps	47
Behaviour and design of double-coped steel beams under combined bending, shear and axial force	47
Experimental and analytical investigations of steel shear buckling-inhibited energy dissipation devices	47
Compressive stiffness of L-stubs in contact with rigid and flexible foundations	47

Wind design considerations for base-isolated post-disaster steel buildings in moderate seismic regions	46
Static performance of welded hollow sphere joints with trapezoidal ribs under both axial compression and bending moment	46
Dynamic response and damage mechanism of parallel wire cables under contact explosion	45
Trussed square concrete-filled steel tubular hybrid structures subjected to axial compression	45
Sidesway collapse capacity of the bottom-story-stiffness-irregular moment-resisting frames	45
Effects of high-temperature cooling and ultralow cyclic loading on mechanical behavior of Q450 weathering steel	44
Ultra-low cycle fatigue performance of grid structure with bolted spherical joints	44
Seismic performance of composite jacket-confined square high-strength concrete-filled steel tube columns	43
Out-of-plane behaviour of imperfect beam-column with sinusoidally corrugated web	43
Modular corrugated steel plate shear wall: The relationship of matching with boundary column in terms of stiffness and strength	43
Paradigm update in the design of long-span railway-crossing bridges	41
Post-fire mechanical properties of low-alloyed YSt-355-FR (126 % Mo) fire-resistant steel	41
Influence of lumped mass and rotary inertia on seismic isolated post equipment	39
Conditional generative adversarial network for welding deformation field prediction of butt-welded plates	38
Analysis of SCF parameters in two planar joints in offshore wind turbine support structures	38
Experimental and numerical studies on hysteresis performance of U-shaped SMA-steel plates damper	38