OOIR: Observatory of International Research

Papers

(The H4-Index of Engineering Structures is 70. 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 2021-06-01 to 2025-06-01.)

Article	Citations
Editorial Board	281
Discrete singular convolution method for modelling of waveguide interaction of beam-type structures with impedance boundaries	210
Shear behaviour of doubly symmetric rectangular hollow flange beam with circular edge-stiffened openings	162
Generalized line-element formulations for geometrically nonlinear analysis of nonsymmetric tapered steel members with warping and Wagner effects	152
Cyclic performance of steel frame fabricated with cold-formed steel composite wall structure	151
Flexural behavior of partially encased cellular beams: Tests and design implications	135
Development of a novel haunched link for eccentrically braced frames	135
Corrigendum to “Tendon stress evaluation of unbonded post-tensioned concrete segmental bridges with two-variable response surfaces” [Eng. Struct. 245 (2021) 112984]	129
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]	129
Editorial Board	129
Predicting the Maximum Displacements of Structures during an Earthquake based on Chaos Theory	126
Experimental investigation and numerical simulation on seismic performance of self-centering bridge bents with energy-dissipation beams	121
Experimental investigation of the overall pull-out behavior of group anchored straight-type steel strands	119
Experimental and numerical study on a novel staggered truss with chord-connected steel plates	118
Experimental insights into the seismic behaviour of flanged URM walls	114
Impact response analysis and prediction of FRP-RC beams with varying flexural stiffness: Numerical simulation and modified two-DOF calculation	112
Reliability-based capacity safety factor for G20Mn5 cast steel joints	112
Interaction between F/TRC shear strengthening and steel stirrups: Experimental observations on real-scale RC T-beams	111
Vibration-based tension estimation of short helically multi-stranded wires under low axial tension	111
Effects of interface conditions on tribological and hysteretic behaviors of symmetric friction connections	111
Seismic performance factors for timber buildings with woodframe shear walls	108
An elastic-induced buckling column with enhanced dissipation capacity for vibration suppression of jacket platforms	106
Characteristics of tornado wind loads and examinations of tornado wind load provisions in ASCE 7–16	105
Numerical modelling for prediction of ground-borne vibrations induced by pile driving	101
Structural analysis of a 3D dry-stack tyre wall by finite-discrete element method	100

Bond stress-slip relationship of CFRP bar-concrete interface of CFRP reinforced concrete subjected to reversed cyclic loading	100
Anisotropy and compaction gradient assessment on rammed earth specimens through sonic tomography approach	99
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	98
Experimental study and optimal design of axial behavior of UHPC-filled glass-fiber-reinforced polymer pultruded square columns	97
Interaction diagrams of concrete-filled steel tube columns exposed to fire considering the slenderness effect	96
Design model for shear keys used as thermal break systems in balcony-slab joints under combined shear and bending loads	94
Experimental investigation on shear fatigue behavior of perfobond strip connectors made of high strength steel and ultra-high performance concrete	93
Vision-based model updating and evaluation of miter gates on inland waterways	93
Cumulative effects of cracking in monoblock multipurpose precast concrete sleepers on railway tracks	93
Critical analysis of seismic codes’ provisions on second order effects	92
Analysis of non-uniform force distribution characteristics among tendons of prestressed anchor cable and experimental study on equal stress tensioning	91
Neural networks-based spring element for second-order analysis of pile-supported structures with nonlinear soil- structure interaction	91
Multi-sensor fusion for structural displacement estimation: Integrating vision and acceleration from mobile devices	89
A novel hybrid method for predicting maglev train-induced environmental vibrations combining field measurement, 2.5D FEM modelling and multi-objective optimization	88
The effect of concentrated loads on open-well masonry spiral stairs	86
Transition analysis of flat-foldable origami-inspired deployable shelter concepts	86
A machine learning based method for predicting the shear strength of Fiber-Reinforced Concrete joints in precast segmental bridges	85
Time-dependent analysis of simply supported and continuous unbonded prestressed concrete beams	84
Impact resistance and performance of precast shear walls with various connections under axial and lateral loads	84
Mechanical properties of a novel fiber-bridging interface for connecting FRP profile and concrete	83
Dynamic analysis of an elastic half-plane soil medium with periodic wave barriers under a moving load	82
RC beams retrofitted by FRP oriented in any direction: Influence of the effectiveness factors	82
Three-dimensional free vibration analysis of functionally graded graphene platelets-reinforced composite toroidal shells	82
Numerical analysis and design of concrete-filled wire arc additively manufactured steel tube under axial compression	80
Minimum variance unbiased Bayesian smoothing for input and state estimation of systems without direct Feedthrough: Mitigating Ill-Posedness of online load identification	79
Time-varying characteristics analysis of bridge under moving vehicle using a modified time-frequency method with limited sensors	79
Physics-enhanced machine learning-based optimization of tuned mass damper parameters for seismically-excited buildings	79
In-Plane measurements using a novel streamed digital image correlation for shake table test of steel structures controlled with MR dampers	77
Prediction of temperature variation in FRP-wrapped RC columns exposed to fire using artificial neural networks	77
Baseline-free absolute strain estimation for cylindrical structures	77
A higher-order shear deformation theory considering thickness stretching for isotropic plane beams	77
Axial compressive stress-strain relationship and flexural analysis of ECC beams allowing for size effect	77
Stochastic discontinuum analysis of unreinforced masonry walls: Lateral capacity and performance assessments	77
Closed-form solutions for vibrations analysis of cracked Timoshenko beams on elastic medium: An analytically approach	76
Wind-resistant structural optimization of supertall buildings based on high-frequency force balance wind tunnel experiment	76
Probabilistic seismic performance assessment of base-isolated buildings incorporating SMA gap dampers for pounding mitigation	76
Multi-level performance-based seismic design optimisation of RC frames	75
Displacement-based blast-resistant evaluation for simply-supported RC girder bridge under below-deck explosions	74
Methodology for determining optimal design of funicular arches under point loads and selfweight against in-plane buckling	74
Experimental investigation on seismic performance of an enhanced embedded base for CFST columns	74
Probabilistic seismic performance assessment of optimally designed highway bridge isolated by ordinary unbonded elastomeric bearings	73
Development of more accurate cyclic hysteretic models to represent RBS connections	71
Seismic behaviour of precast sandwich wall panels of steel fibre reinforced concrete layers and fibre reinforced polymer connectors	71
Cyclic behavioral characteristics of RC beams strengthened by U-wrapped TRM jacket with anchorage details	70
Machine learning-based wind pressure prediction of low-rise non-isolated buildings	70