OOIR: Observatory of International Research

Papers

(The H4-Index of Engineering Structures is 74. 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
Effects of interface conditions on tribological and hysteretic behaviors of symmetric friction connections	218
Interaction between F/TRC shear strengthening and steel stirrups: Experimental observations on real-scale RC T-beams	177
Editorial Board	171
Consistent thermodynamics analysis of restrained steel columns in fire – Part 2: Application to the voxels-based Rayleigh-Ritz method	160
Corrigendum to “Experimental investigation and numerical analysis of a hybrid bridge isolation system utilizing bonded and unbonded laminated rubber bearings” [Eng Struct 321 (2024) 118991]	152
Experimental investigation and numerical simulation on seismic performance of self-centering bridge bents with energy-dissipation beams	148
Generalized line-element formulations for geometrically nonlinear analysis of nonsymmetric tapered steel members with warping and Wagner effects	137
Experimental insights into the seismic behaviour of flanged URM walls	133
Prediction of human walking vertical load based on markerless human gait capture using multi-view cameras and LSTM network	131
Development and investigation of an innovative, light-weight, two-way spanning timber-concrete composite slab	127
In-Plane measurements using a novel streamed digital image correlation for shake table test of steel structures controlled with MR dampers	127
A two-dimensional discrete metasurface for wireless acoustic communication through water–air interface	123
Minimum variance unbiased Bayesian smoothing for input and state estimation of systems without direct Feedthrough: Mitigating Ill-Posedness of online load identification	121
Blast reliability assessment and sensitivity analysis of steel MRFs equipped with NiTi SMA bolts	120
Multifiber finite element model based on enhanced concrete constitutive law to account for the effects of early age damage on the seismic response of RC structures	119
Predicting the Maximum Displacements of Structures during an Earthquake based on Chaos Theory	115
Time-dependent non-linear buckling of 3D CFST arch structures with hybrid random interval uncertainties	115
Axial compressive behavior of four-opening concrete filled sandwich steel tube (FCFSST) stub columns	114
Probabilistic curvature-and-drift limit states predictive models of high-strength bridge columns	112
Full-scale monitoring of a tall, slender building with viscoelastic coupling dampers	111
Design procedure for orthogonal steel exoskeleton structures for seismic strengthening	110
Modeling of a concrete floor incorporating GFRP Stay-in-Place structural form	104
Interfacial shear property and flexural behavior of a novel stud-free steel-UHTCC composite bridge deck	104
Vibration-based tension estimation of short helically multi-stranded wires under low axial tension	103
Baseline-free absolute strain estimation for cylindrical structures	103

Multi-level performance-based seismic design optimisation of RC frames	101
The effect of concentrated loads on open-well masonry spiral stairs	101
Automated detection of propagating cracks in RC beams without shear reinforcement based on DIC-controlled modeling of damage localization	99
A novel bidirectional friction damper for retrofitting of RC precast structures: Experimental and numerical assessment	98
Dynamic analysis of an elastic half-plane soil medium with periodic wave barriers under a moving load	97
Three-dimensional free vibration analysis of functionally graded graphene platelets-reinforced composite toroidal shells	96
Stability and design of stainless steel hollow section columns at elevated temperatures	92
Experimental and numerical investigations of high strength steel unlipped channel sections under interior-two-flange loading	92
Study on the thermal response and key parameters for passive fire protection of bridge cables under different fire conditions	92
Finite element buildability analysis of 3D printed concrete including failure by elastic buckling and plastic flow	91
Cracking behavior and crack width prediction in steel-concrete composite beams under negative bending moment: A comparative study of web and deck configurations	90
Fire-induced spalling in hybrid polyethylene fiber-reinforced engineered cementitious composite panels	90
Experimental study on the flexural response of UHPC beams encased high-strength section steel	89
Experimental and numerical analysis of the mechanical behavior of a demountable bolted steel-concrete composite beam	89
Comparative study of interfacial bond strength of steel H-pile with ultra-high performance and polymer concrete jacket	88
Interaction diagrams of concrete-filled steel tube columns exposed to fire considering the slenderness effect	88
Multimode damping optimization of a long-span suspension bridge with damped outriggers for suppressing vortex-induced vibrations	88
Fracture modelling of steel fibre reinforced concrete structures by the lumped damage mechanics: Application in precast tunnel segments	88
A novel joint for driven concrete geothermal energy pile foundations	87
Pushover-based seismic performance assessment of unanchored steel storage tanks with different slenderness ratios	87
Structural vibration mitigation of spar-type floating offshore wind turbine under wind and waves using optimized tuned dampers	87
Linear helical printing: A novel approach to 3D printing concrete structures with enhanced integrity	86
Model uncertainties and partial safety factors of strain-based approaches for structural concrete: Example of punching shear	86
Effect of a novel joint connection of UHPC wet joint and tapered sleeve locking-type couplers on the lateral cyclic response of precast segmental railway bridge columns	85
Anisotropy and compaction gradient assessment on rammed earth specimens through sonic tomography approach	84
Hanger forces' optimization of ground-anchored suspension bridges by seeking dead load-induced near-zero bending moments at specified beam segment connections in the completed bridge state	83
Shaking table tests of unreinforced and retrofitted rectangular three-leaf masonry walls under triaxial seismic excitation	83
Optimal risk-based design of planar RC frames under progressive collapse: Influence of frame aspect ratio and column cross-section	82
Methodology for determining optimal design of funicular arches under point loads and selfweight against in-plane buckling	80
Shear behaviour of doubly symmetric rectangular hollow flange beam with circular edge-stiffened openings	80
Investigation of wind load characteristics and structural responses in asymmetric linked twin-tower high-rise buildings	80
Compressive behavior of masonry column confined reinforced with ECC and GFRP grids	80
Modular assembly of tensegrity structures with diverse mesh division forms	79
Nonlinear numerical modelling of onshore wind turbine foundations validated with experimental data	78
Experimental investigation on shear fatigue behavior of perfobond strip connectors made of high strength steel and ultra-high performance concrete	78
Fatigue damage in wire rope connections of modular floating breakwater arrays: A combined time- and frequency-domain approach	78
RC beams retrofitted by FRP oriented in any direction: Influence of the effectiveness factors	78
Time-dependent seismic fragility and resilience assessment of a sea-crossing cable-stayed bridge under combined effects of corrosion and scour	78
Effects of operational variability and damage on structural response signals: A method based on LMS radar image and residual-permutation entropy	77
Full-scale push-out testing of headed stud-steel block connectors in prefabricated steel-concrete composite beams	77
Experimental investigation on punching shear behaviour of RC-(R)UHPFRC composite flat slabs without transverse reinforcement	77
Experimental investigation on seismic performance of an enhanced embedded base for CFST columns	76
A physics-informed transformer model for long-sequence time-history response prediction of containment structures under mainshock-aftershock sequences	75
Behaviour and design of extended endplate hybrid steel beam-column connections at elevated temperatures	75
Cumulative effects of cracking in monoblock multipurpose precast concrete sleepers on railway tracks	75
A model for the initial stiffness of the face plate component	75
Substructure-based design method for vertically irregular steel buckling-restrained braced frame structures	74
Experimental and numerical study on a novel staggered truss with chord-connected steel plates	74
Design and instability issues of log-house timber panels under in-plane compression loads	74
Design model for shear keys used as thermal break systems in balcony-slab joints under combined shear and bending loads	74