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 2022-05-01 to 2026-05-01.)

Article	Citations
Editorial Board	250
Blast reliability assessment and sensitivity analysis of steel MRFs equipped with NiTi SMA bolts	196
Time-dependent non-linear buckling of 3D CFST arch structures with hybrid random interval uncertainties	192
Predicting the Maximum Displacements of Structures during an Earthquake based on Chaos Theory	176
Design procedure for orthogonal steel exoskeleton structures for seismic strengthening	174
A novel hybrid method for predicting maglev train-induced environmental vibrations combining field measurement, 2.5D FEM modelling and multi-objective optimization	160
Finite element buildability analysis of 3D printed concrete including failure by elastic buckling and plastic flow	157
Crushing characteristics and energy absorption behaviour of sloped-truncated origami tube	146
Interfacial shear property and flexural behavior of a novel stud-free steel-UHTCC composite bridge deck	138
Axial compressive behavior of four-opening concrete filled sandwich steel tube (FCFSST) stub columns	132
A machine learning based method for predicting the shear strength of Fiber-Reinforced Concrete joints in precast segmental bridges	129
Cyclic behavior of laminated bio-based connections with slotted-in steel plates: Genetic algorithm, deterministic neural network-based model parameter identification, and uncertainty quantification	127
Beam-on-Foundation modelling of dowel-type single fastener connections in cross laminated timber	125
Carbon reduction and strength enhancement in functionally graded reinforced concrete beams	124
Performance assessment of timber support system subjected to combined actions	121
Consistent thermodynamics analysis of restrained steel columns in fire – Part 2: Application to the voxels-based Rayleigh-Ritz method	117
Fire-induced spalling in hybrid polyethylene fiber-reinforced engineered cementitious composite panels	117
Experimental behavior and seismic performance assessment of Unbonded Post-tensioned Precast Concrete Walls for low-rise buildings	116
Investigation of wind load characteristics and structural responses in asymmetric linked twin-tower high-rise buildings	114
Methodology for determining optimal design of funicular arches under point loads and selfweight against in-plane buckling	112
Optimal risk-based design of planar RC frames under progressive collapse: Influence of frame aspect ratio and column cross-section	112
Study on the thermal response and key parameters for passive fire protection of bridge cables under different fire conditions	111
Study on the estimate for seismic response of high-speed railway bridge-track system	110
Field test and numerical simulation of a full-scale RC pier under multiple lateral impacts	108
Experimental investigation and interpretable machine learning prediction of the axial compressive behavior of prefabricate F3T-shaped thin concrete-encased steel columns	107

Multistable bi-modulus Kresling origami with superior foldability and stiffness: An analytical design model	106
Deep learning-based realtime multiload response prediction and inverse analysis of offshore bridges	103
Multi-level performance-based seismic design optimisation of RC frames	103
Cyclic performance of steel frame fabricated with cold-formed steel composite wall structure	103
Seismic performance of various types of cold-formed steel composite shear walls with CFRP-toughened screw connections	102
Design of cold-formed high strength steel irregular octagonal hollow section columns	98
A macro element of demountable bolted steel-concrete composite connections for a novel prefabricated concrete sandwich wall panel structure	97
Equivalent design wave selection on the extreme stress of OC5-DeepCwind semi-submersible hull for floating offshore wind turbine	96
A hybrid constitutive model of high-damping viscoelastic materials used for vibration control of civil structures	96
Time-varying characteristics analysis of bridge under moving vehicle using a modified time-frequency method with limited sensors	96
Performance of RC beam-column assemblies during and after elevated temperature to resist progressive collapse	95
Impact response analysis and prediction of FRP-RC beams with varying flexural stiffness: Numerical simulation and modified two-DOF calculation	95
Evaluation of nonlinear response biases of arch dams due to amplitude scaling via three-component record selection based on conditional spectra	95
Fracture modelling of steel fibre reinforced concrete structures by the lumped damage mechanics: Application in precast tunnel segments	93
An elastic-induced buckling column with enhanced dissipation capacity for vibration suppression of jacket platforms	93
Automatic multi-leaf nonperiodic block-by-block pattern generation and computational analysis of historical masonry structures	92
Substructure-based design method for vertically irregular steel buckling-restrained braced frame structures	92
Behavior of eccentrically loaded rectangular CFST components for shear walls using double horizontally-corrugated steel plates	91
Optimized design of steel structural systems for reduced carbon footprint and enhanced resiliency in wind	91
Shear behavior on PBL shear connector with a relatively thin perforated steel plate in steel-UHPC composite bridge deck system	90
Vibration-based tension estimation of short helically multi-stranded wires under low axial tension	90
Cracking behavior and crack width prediction in steel-concrete composite beams under negative bending moment: A comparative study of web and deck configurations	90
Stability and design of stainless steel hollow section columns at elevated temperatures	88
Baseline-free absolute strain estimation for cylindrical structures	88
Experimental and numerical analysis of the mechanical behavior of a demountable bolted steel-concrete composite beam	88
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]	87
Pushover-based seismic performance assessment of unanchored steel storage tanks with different slenderness ratios	87
Experimental and numerical study on a novel staggered truss with chord-connected steel plates	86
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	85
Bond behavior of an ultra-high performance concrete-filled anchorage for carbon fiber-reinforced polymer tendons under static and impact loads	84
Minimum variance unbiased Bayesian smoothing for input and state estimation of systems without direct Feedthrough: Mitigating Ill-Posedness of online load identification	83
Multi-sensor fusion for structural displacement estimation: Integrating vision and acceleration from mobile devices	83
Dynamic analysis of an elastic half-plane soil medium with periodic wave barriers under a moving load	82
Model uncertainties and partial safety factors of strain-based approaches for structural concrete: Example of punching shear	81
Experimental evaluation of a locally prestressed precast concrete wall under repeated loading histories: Seismic performance and repairability	81
Anisotropy and compaction gradient assessment on rammed earth specimens through sonic tomography approach	81
Bond stress-slip relationship of CFRP bar-concrete interface of CFRP reinforced concrete subjected to reversed cyclic loading	81
A higher-order shear deformation theory considering thickness stretching for isotropic plane beams	81
Mechanical properties of a novel fiber-bridging interface for connecting FRP profile and concrete	80
A formula of quantile of extreme wind pressure coefficient to estimate wind load with various mean recurrence intervals	80
Design model for shear keys used as thermal break systems in balcony-slab joints under combined shear and bending loads	80
Effects of operational variability and damage on structural response signals: A method based on LMS radar image and residual-permutation entropy	80
Experimental study on the flexural response of UHPC beams encased high-strength section steel	79
Numerical investigation on the dynamic behavior of UHPFRC strengthened rocking concrete bridge piers subjected to vehicle collision	78
Performance of Composite Plate Shear Walls/Concrete Filled (C-PSW/CF) Under Fire Loading: A Numerical Investigation	77
Automated detection of propagating cracks in RC beams without shear reinforcement based on DIC-controlled modeling of damage localization	76
Experimental investigation on shear fatigue behavior of perfobond strip connectors made of high strength steel and ultra-high performance concrete	76
Prediction of human walking vertical load based on markerless human gait capture using multi-view cameras and LSTM network	75
Design and instability issues of log-house timber panels under in-plane compression loads	75
Reliability-based capacity safety factor for G20Mn5 cast steel joints	74

Nonlinear numerical modelling of onshore wind turbine foundations validated with experimental data	74
Fatigue performance of welded T-joints between S690 circular hollow sections under cyclic in-plane bending actions	74
Probabilistic curvature-and-drift limit states predictive models of high-strength bridge columns	74
Neural networks-based spring element for second-order analysis of pile-supported structures with nonlinear soil- structure interaction	74
Experimental investigation of the hysteretic behaviour of single-story single- and coupled-panel CLT shear walls with nailed connections	74