OOIR: Observatory of International Research

Papers

(The H4-Index of Journal of Constructional Steel Research is 36. 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 2020-11-01 to 2024-11-01.)

Article	Citations
Seismic resilient steel structures: A review of research, practice, challenges and opportunities	161
Design and analysis of a seismic resilient steel moment resisting frame equipped with damage-free self-centering column bases	82
Self-centring damper with multi-energy-dissipation mechanisms: Insights and structural seismic demand perspective	73
Post-fire mechanical properties of Q620 high-strength steel with different cooling methods	67
Variable-friction self-centering energy-dissipation braces (VF-SCEDBs) with NiTi SMA cables for seismic resilience	66
On the influence of the geometrical irregularities in the mechanical response of Wire-and-Arc Additively Manufactured planar elements	64
Post-fire mechanical properties of titanium–clad bimetallic steel in different cooling approaches	63
Development and validation of a versatile hysteretic model for pre-compressed self-centering buckling-restrained brace	63
Post-fire residual material properties of cold-formed steel elliptical hollow sections	58
Superior low-cycle fatigue performance of iron-based SMA for seismic damping application	56
Axial strength of back-to-back cold-formed steel channels with edge-stiffened holes, un-stiffened holes and plain webs	55
Ultimate shear resistance of S600E high-strength stainless steel plate girders	55
Exploration of the multidirectional stability and response of prefabricated volumetric modular steel structures	54
UHPC-based strengthening technique for orthotropic steel decks with significant fatigue cracking issues	48
Symmetric friction dampers in beam-to-column joints for low-damage steel MRFs	47
Statistical analysis of the material, geometrical and imperfection characteristics of structural stainless steels and members	46
Assembled self-centering energy dissipation braces and a force method-based model	45
Tensile and shear performance of rotary inter-module connection for modular steel buildings	45
Application of machine learning models for designing CFCFST columns	44
The effects of cross-sectional shapes on the axial performance of concrete-filled steel tube columns	43
Improving anti-progressive collapse capacity of welded connection based on energy dissipation cover-plates	42
Tests and design of built-up section columns	40
Low-cycle fatigue properties of bimetallic steel bars after exposure to elevated temperature	40
Post-fire performance of bonding interface in explosion-welded stainless-clad bimetallic steel	40
Experimental investigation and numerical simulation on welding residual stress of innovative double-side welded rib-to-deck joints of orthotropic steel decks	40

An efficient computational approach for heat source optimization in numerical simulations of arc welding processes	39
Behaviour and design of high strength CFST columns with slender sections	39
Axial compressive behaviour of CFDST stub columns with large void ratio	39
Joints for treelike column structures based on generative design and additive manufacturing	38
Performance-based-plastic-design of damage-control steel MRFs equipped with self-centring energy dissipation bays	38
Experimental and numerical investigations of circular recycled aggregate concrete-filled stainless steel tube columns	38
Axial behavior of square CFST with local corrosion simulated by artificial notch	37
Behaviour and design of ultra-high-strength CFST members subjected to compression and bending	37
Experiments on dynamic mechanical properties of austenitic stainless steel S30408 and S31608	37
Experimental study on beam-to-column connections with reduced beam section against progressive collapse	36
Post-fire elastic modulus of rubberized fiber-reinforced concrete-filled steel tubular stub columns: Experimental and theoretical study	36
Seismic fragility evaluation of semi-rigid frames subjected to near-field earthquakes	36
Seismic demand amplification of steel frames with SMAs induced by earthquake sequences	36