OOIR: Observatory of International Research

Papers

(The H4-Index of Engineering Structures is 77. 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 2022-06-01 to 2026-06-01.)

Article	Citations
Editorial Board	256
Baseline-free absolute strain estimation for cylindrical structures	201
Stability and design of stainless steel hollow section columns at elevated temperatures	193
Experimental and numerical analysis of the mechanical behavior of a demountable bolted steel-concrete composite beam	187
Structural analysis of a 3D dry-stack tyre wall by finite-discrete element method	180
Experimental investigation of the overall pull-out behavior of group anchored straight-type steel strands	161
Experimental investigation of the hysteretic behaviour of single-story single- and coupled-panel CLT shear walls with nailed connections	158
Blast reliability assessment and sensitivity analysis of steel MRFs equipped with NiTi SMA bolts	151
Predicting the Maximum Displacements of Structures during an Earthquake based on Chaos Theory	140
Time-dependent non-linear buckling of 3D CFST arch structures with hybrid random interval uncertainties	140
Thermal shock fracture analysis of auxetic honeycomb layer based on non-Fourier heat conduction	134
Model uncertainties and partial safety factors of strain-based approaches for structural concrete: Example of punching shear	131
Impact response analysis and prediction of FRP-RC beams with varying flexural stiffness: Numerical simulation and modified two-DOF calculation	129
Automatic multi-leaf nonperiodic block-by-block pattern generation and computational analysis of historical masonry structures	128
Substructure-based design method for vertically irregular steel buckling-restrained braced frame structures	126
Full-scale push-out testing of headed stud-steel block connectors in prefabricated steel-concrete composite beams	122
Experimental study and optimal design of axial behavior of UHPC-filled glass-fiber-reinforced polymer pultruded square columns	121
Real-time generalizable structural topology generation via fourier and latent modulated neural networks informed by few prior designs	120
Cyclic performance of steel frame fabricated with cold-formed steel composite wall structure	118
Reliability-based capacity safety factor for G20Mn5 cast steel joints	116
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]	115
Bond behavior of an ultra-high performance concrete-filled anchorage for carbon fiber-reinforced polymer tendons under static and impact loads	114
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	114
Dynamic analysis of an elastic half-plane soil medium with periodic wave barriers under a moving load	110
Minimum variance unbiased Bayesian smoothing for input and state estimation of systems without direct Feedthrough: Mitigating Ill-Posedness of online load identification	110

Critical analysis of seismic codes’ provisions on second order effects	109
Experimental investigation on the in-plane and out-of-plane interaction of isolated infills in RC frames	109
Interaction between F/TRC shear strengthening and steel stirrups: Experimental observations on real-scale RC T-beams	106
Modeling of a concrete floor incorporating GFRP Stay-in-Place structural form	103
Vision-based model updating and evaluation of miter gates on inland waterways	103
Behaviour of a Cold-Formed Steel Shear Wall with Centre-Corrugated Steel Sheathing under Cyclic Loading	102
Epistemic uncertainty in the seismic performance assessment of isolated buildings due to high damping rubber bearing model selection	102
Linear helical printing: A novel approach to 3D printing concrete structures with enhanced integrity	100
Three-dimensional free vibration analysis of functionally graded graphene platelets-reinforced composite toroidal shells	100
Comparative study of interfacial bond strength of steel H-pile with ultra-high performance and polymer concrete jacket	99
Procedure and test stand for determining the shear strength of masonry wall joints – Comparative and numerical analysis	99
Prediction of human walking vertical load based on markerless human gait capture using multi-view cameras and LSTM network	98
Data-driven full-field vibration response estimation from limited measurements in real-time using dictionary learning and compressive sensing	97
Experimental investigation on shear fatigue behavior of perfobond strip connectors made of high strength steel and ultra-high performance concrete	97
Fatigue performance of welded T-joints between S690 circular hollow sections under cyclic in-plane bending actions	95
Probabilistic curvature-and-drift limit states predictive models of high-strength bridge columns	93
RC beams retrofitted by FRP oriented in any direction: Influence of the effectiveness factors	93
Design and instability issues of log-house timber panels under in-plane compression loads	93
Design model for shear keys used as thermal break systems in balcony-slab joints under combined shear and bending loads	93
The effect of concentrated loads on open-well masonry spiral stairs	92
Experimental and numerical investigations of high strength steel unlipped channel sections under interior-two-flange loading	92
Vibration monitoring and acoustic emission sensing during progressive load tests of corroded reinforced concrete beams	92
Neural networks-based spring element for second-order analysis of pile-supported structures with nonlinear soil- structure interaction	91
Mechanical properties of a novel fiber-bridging interface for connecting FRP profile and concrete	90
Bond stress-slip relationship of CFRP bar-concrete interface of CFRP reinforced concrete subjected to reversed cyclic loading	90
Numerical investigation on the dynamic behavior of UHPFRC strengthened rocking concrete bridge piers subjected to vehicle collision	90
Experimental evaluation of a locally prestressed precast concrete wall under repeated loading histories: Seismic performance and repairability	90
Performance of Composite Plate Shear Walls/Concrete Filled (C-PSW/CF) Under Fire Loading: A Numerical Investigation	89
Effects of operational variability and damage on structural response signals: A method based on LMS radar image and residual-permutation entropy	88
A formula of quantile of extreme wind pressure coefficient to estimate wind load with various mean recurrence intervals	88
Cumulative effects of cracking in monoblock multipurpose precast concrete sleepers on railway tracks	86
Shaking table tests of unreinforced and retrofitted rectangular three-leaf masonry walls under triaxial seismic excitation	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
A two-dimensional discrete metasurface for wireless acoustic communication through water–air interface	84
Numerical analysis and design of concrete-filled wire arc additively manufactured steel tube under axial compression	84
Seismic performance of post-tensioned self-centering concrete frames under near-fault pulse-like ground motions	83
Full-scale monitoring of a tall, slender building with viscoelastic coupling dampers	83
A data-driven sensor placement strategy for reconstruction of mode shapes by using recurrent Gaussian process regression	82
Fatigue damage in wire rope connections of modular floating breakwater arrays: A combined time- and frequency-domain approach	82
UAV-based bridge inspection: RAS-YOLO11 for efficient and accurate multi-class surface defect detection	82
Multi-level performance-based seismic design optimisation of RC frames	81
Equivalent design wave selection on the extreme stress of OC5-DeepCwind semi-submersible hull for floating offshore wind turbine	81
Performance of RC beam-column assemblies during and after elevated temperature to resist progressive collapse	80
Reduced dataset-based machine learning model for blast damage assessment of reinforced concrete columns	80
Field test and numerical simulation of a full-scale RC pier under multiple lateral impacts	79
Repair of fire-damaged RC square columns with CFRP textile-reinforced ECC matrix	79
Cracking behavior and crack width prediction in steel-concrete composite beams under negative bending moment: A comparative study of web and deck configurations	78
A model for the initial stiffness of the face plate component	78
Numerical method for the form finding and force analysis of non-prestressed cable-membrane structures with mechanism displacement	78
Transition analysis of flat-foldable origami-inspired deployable shelter concepts	77

A higher-order shear deformation theory considering thickness stretching for isotropic plane beams	77
An elastic-induced buckling column with enhanced dissipation capacity for vibration suppression of jacket platforms	77