OOIR: Observatory of International Research

Papers

(The H4-Index of Engineering Structures is 73. 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 2021-11-01 to 2025-11-01.)

Article	Citations
Nonlinear numerical modelling of onshore wind turbine foundations validated with experimental data	204
Experimental study on the flexural response of UHPC beams encased high-strength section steel	168
Critical analysis of seismic codes’ provisions on second order effects	164
Cumulative effects of cracking in monoblock multipurpose precast concrete sleepers on railway tracks	160
Reliability-based capacity safety factor for G20Mn5 cast steel joints	158
Effects of interface conditions on tribological and hysteretic behaviors of symmetric friction connections	150
Interaction between F/TRC shear strengthening and steel stirrups: Experimental observations on real-scale RC T-beams	146
Editorial Board	143
Consistent thermodynamics analysis of restrained steel columns in fire – Part 2: Application to the voxels-based Rayleigh-Ritz method	137
Experimental investigation and numerical simulation on seismic performance of self-centering bridge bents with energy-dissipation beams	125
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]	125
Experimental validation and simplified design of an energy-based time equivalent method applied to evaluate the fire resistance of the glulam exposed to parametric fire	123
Generalized line-element formulations for geometrically nonlinear analysis of nonsymmetric tapered steel members with warping and Wagner effects	123
A rcGAN-based surrogate model for nonlinear seismic response analysis and optimization of steel frames	121
Stability and design of stainless steel hollow section columns at elevated temperatures	120
Multi-level performance-based seismic design optimisation of RC frames	119
Discrete singular convolution method for modelling of waveguide interaction of beam-type structures with impedance boundaries	117
Blast reliability assessment and sensitivity analysis of steel MRFs equipped with NiTi SMA bolts	117
Effects of operational variability and damage on structural response signals: A method based on LMS radar image and residual-permutation entropy	116
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	116
Evaluation of nonlinear response biases of arch dams due to amplitude scaling via three-component record selection based on conditional spectra	114
Time-dependent non-linear buckling of 3D CFST arch structures with hybrid random interval uncertainties	110
A model for the initial stiffness of the face plate component	109
A novel joint for driven concrete geothermal energy pile foundations	107
Wind-resistant structural optimization of supertall buildings based on high-frequency force balance wind tunnel experiment	106

Predicting the Maximum Displacements of Structures during an Earthquake based on Chaos Theory	105
Experimental and numerical investigations of high strength steel unlipped channel sections under interior-two-flange loading	105
Modular assembly of tensegrity structures with diverse mesh division forms	104
Performance of Composite Plate Shear Walls/Concrete Filled (C-PSW/CF) Under Fire Loading: A Numerical Investigation	102
Fire-induced spalling in hybrid polyethylene fiber-reinforced engineered cementitious composite panels	102
Axial compressive behavior of four-opening concrete filled sandwich steel tube (FCFSST) stub columns	100
Finite element buildability analysis of 3D printed concrete including failure by elastic buckling and plastic flow	100
Data-driven full-field vibration response estimation from limited measurements in real-time using dictionary learning and compressive sensing	99
Fracture modelling of steel fibre reinforced concrete structures by the lumped damage mechanics: Application in precast tunnel segments	97
Dynamic analysis of an elastic half-plane soil medium with periodic wave barriers under a moving load	96
Probabilistic curvature-and-drift limit states predictive models of high-strength bridge columns	96
Three-dimensional free vibration analysis of functionally graded graphene platelets-reinforced composite toroidal shells	95
A data-driven sensor placement strategy for reconstruction of mode shapes by using recurrent Gaussian process regression	93
Cyclic behavior of joints assembled using prefabricated beams and columns with Engineered Cementitious Composite (ECC)	92
The effect of concentrated loads on open-well masonry spiral stairs	92
An elastic-induced buckling column with enhanced dissipation capacity for vibration suppression of jacket platforms	89
Full-scale monitoring of a tall, slender building with viscoelastic coupling dampers	88
Experimental investigation of the overall pull-out behavior of group anchored straight-type steel strands	86
Seismic performance factors for timber buildings with woodframe shear walls	86
Probabilistic seismic performance assessment of optimally designed highway bridge isolated by ordinary unbonded elastomeric bearings	86
Experimental evaluation of a locally prestressed precast concrete wall under repeated loading histories: Seismic performance and repairability	85
Bond stress-slip relationship of CFRP bar-concrete interface of CFRP reinforced concrete subjected to reversed cyclic loading	85
Shear strength of an anchor post-installed into a hardened concrete member	84
Bi-directional semi-active tuned mass damper for torsional asymmetric structural seismic response control	84
Scale modeling of thermo-structural fire tests of wood members	84
Mechanism of longitudinal cracking in concrete deck slabs of composite cable-stayed bridges	83
A formula of quantile of extreme wind pressure coefficient to estimate wind load with various mean recurrence intervals	83
Experimental study on flexural behavior of UHPC wet joint in prefabricated multi-girder bridge	83
A macro element of demountable bolted steel-concrete composite connections for a novel prefabricated concrete sandwich wall panel structure	83
Mechanical properties of a novel fiber-bridging interface for connecting FRP profile and concrete	83
Fatigue behaviour of notched steel beams strengthened by a self-prestressing SMA/CFRP composite	81
Impact response analysis and prediction of FRP-RC beams with varying flexural stiffness: Numerical simulation and modified two-DOF calculation	81
Full-scale push-out testing of headed stud-steel block connectors in prefabricated steel-concrete composite beams	81
Design procedure for orthogonal steel exoskeleton structures for seismic strengthening	79
Deep learning-based autonomous damage-sensitive feature extraction for impedance-based prestress monitoring	79
Probabilistic seismic performance assessment of base-isolated buildings incorporating SMA gap dampers for pounding mitigation	78
Vibrational behavior of cross-laminated timber-concrete composite beams using notched connectors	78
Displacement-based blast-resistant evaluation for simply-supported RC girder bridge under below-deck explosions	78
Interfacial shear property and flexural behavior of a novel stud-free steel-UHTCC composite bridge deck	77
Experimental study of ultra-high-performance fibre-reinforced concrete (UHPFRC)-encased CFST short columns under axial and eccentric compression	75
Seismic resilience of corroded mid-rise reinforced concrete structures under mainshock-aftershock sequences	74
Machine learning-based wind pressure prediction of low-rise non-isolated buildings	74
Investigation of strengthened low slenderness RC column by using textile reinforced mortar strip under axial load	74
Cyclic behaviour of squat reinforced concrete shear walls strengthened with ultra-high performance fiber reinforced concrete	74
Experimental behavior and seismic performance assessment of Unbonded Post-tensioned Precast Concrete Walls for low-rise buildings	74
Cyclic behavioral characteristics of RC beams strengthened by U-wrapped TRM jacket with anchorage details	74
Experimental investigation of the hysteretic behaviour of single-story single- and coupled-panel CLT shear walls with nailed connections	74
Modeling of a concrete floor incorporating GFRP Stay-in-Place structural form	73
Test and analysis of multi-cavity particle damper for vertical vibration control of pipeline structures	73