OOIR: Observatory of International Research

Papers

(The H4-Index of Journal of Constructional Steel Research is 35. 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 2020-04-01 to 2024-04-01.)

Article	Citations
Testing and initial verification of the world's first metal 3D printed bridge	136
Seismic resilient steel structures: A review of research, practice, challenges and opportunities	126
Design and analysis of a seismic resilient steel moment resisting frame equipped with damage-free self-centering column bases	75
Experimental results for structural design of Wire-and-Arc Additive Manufactured stainless steel members	67
Variable-friction self-centering energy-dissipation braces (VF-SCEDBs) with NiTi SMA cables for seismic resilience	59
Development and validation of a versatile hysteretic model for pre-compressed self-centering buckling-restrained brace	58
Self-centring damper with multi-energy-dissipation mechanisms: Insights and structural seismic demand perspective	56
On the influence of the geometrical irregularities in the mechanical response of Wire-and-Arc Additively Manufactured planar elements	56
Post-fire mechanical properties of Q620 high-strength steel with different cooling methods	55
Ultimate shear resistance of S600E high-strength stainless steel plate girders	51
Post-fire mechanical properties of titanium–clad bimetallic steel in different cooling approaches	51
Parametric study and simplified design equations for cold-formed steel channels with edge-stiffened holes under axial compression	50
Flexural capacity of gapped built-up cold-formed steel channel sections including web stiffeners	49
Axial strength of back-to-back cold-formed steel channels with edge-stiffened holes, un-stiffened holes and plain webs	49
Progressive collapse resistance of two-storey seismic configured steel sub-frames using welded connections	49
Post-fire residual material properties of cold-formed steel elliptical hollow sections	45
Elevated temperature mechanical properties of cold-rolled steel sheets and cold-formed steel sections	45
Uniformly bent CFS lipped channel beams experiencing local-distortional interaction: Experimental investigation	45
Exploration of the multidirectional stability and response of prefabricated volumetric modular steel structures	43
Compressive strength of axially loaded circular concrete-filled double-skin steel tubular short columns	42
Statistical analysis of the material, geometrical and imperfection characteristics of structural stainless steels and members	42
UHPC-based strengthening technique for orthotropic steel decks with significant fatigue cracking issues	41
Experimental study on multi-bolt shear connectors of prefabricated steel-concrete composite beams	40
Numerical assessment of lateral distortional buckling in steel-concrete composite beams	40
Compressive behaviour and design of CFDST cross-sections with stainless steel outer tubes	39

Assembled self-centering energy dissipation braces and a force method-based model	39
Improving anti-progressive collapse capacity of welded connection based on energy dissipation cover-plates	39
Application of machine learning models for designing CFCFST columns	39
Superior low-cycle fatigue performance of iron-based SMA for seismic damping application	38
Experimental study of the post-fire mechanical properties of Q690 high strength steel	37
The effects of cross-sectional shapes on the axial performance of concrete-filled steel tube columns	36
Performance-based-plastic-design of damage-control steel MRFs equipped with self-centring energy dissipation bays	36
Design criteria for beam-to-column connections equipped with friction devices	36
Tests and design of built-up section columns	35
Tensile and shear performance of rotary inter-module connection for modular steel buildings	35