OOIR: Observatory of International Research

Papers

(The H4-Index of Engineering Structures is 72. 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 2021-09-01 to 2025-09-01.)

Article	Citations
Editorial Board	313
Discrete singular convolution method for modelling of waveguide interaction of beam-type structures with impedance boundaries	191
Generalized line-element formulations for geometrically nonlinear analysis of nonsymmetric tapered steel members with warping and Wagner effects	163
Corrigendum to “Tendon stress evaluation of unbonded post-tensioned concrete segmental bridges with two-variable response surfaces” [Eng. Struct. 245 (2021) 112984]	160
Editorial Board	145
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]	143
Experimental investigation of the overall pull-out behavior of group anchored straight-type steel strands	142
Experimental and numerical study on a novel staggered truss with chord-connected steel plates	135
Experimental insights into the seismic behaviour of flanged URM walls	134
Reliability-based capacity safety factor for G20Mn5 cast steel joints	129
Impact response analysis and prediction of FRP-RC beams with varying flexural stiffness: Numerical simulation and modified two-DOF calculation	124
Effects of interface conditions on tribological and hysteretic behaviors of symmetric friction connections	122
Vibration-based tension estimation of short helically multi-stranded wires under low axial tension	118
Interaction between F/TRC shear strengthening and steel stirrups: Experimental observations on real-scale RC T-beams	117
Bond stress-slip relationship of CFRP bar-concrete interface of CFRP reinforced concrete subjected to reversed cyclic loading	116
Design model for shear keys used as thermal break systems in balcony-slab joints under combined shear and bending loads	115
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	115
Multi-level performance-based seismic design optimisation of RC frames	114
Fire-induced spalling in hybrid polyethylene fiber-reinforced engineered cementitious composite panels	114
Interfacial shear property and flexural behavior of a novel stud-free steel-UHTCC composite bridge deck	111
Consistent thermodynamics analysis of restrained steel columns in fire – Part 2: Application to the voxels-based Rayleigh-Ritz method	111
Automatic multi-leaf nonperiodic block-by-block pattern generation and computational analysis of historical masonry structures	109
Experimental investigation on shear fatigue behavior of perfobond strip connectors made of high strength steel and ultra-high performance concrete	109
Critical analysis of seismic codes’ provisions on second order effects	107
Analysis of non-uniform force distribution characteristics among tendons of prestressed anchor cable and experimental study on equal stress tensioning	107

Neural networks-based spring element for second-order analysis of pile-supported structures with nonlinear soil- structure interaction	107
A novel hybrid method for predicting maglev train-induced environmental vibrations combining field measurement, 2.5D FEM modelling and multi-objective optimization	104
Mechanism of longitudinal cracking in concrete deck slabs of composite cable-stayed bridges	102
Substructure-based design method for vertically irregular steel buckling-restrained braced frame structures	101
A higher-order shear deformation theory considering thickness stretching for isotropic plane beams	100
Numerical analysis and design of concrete-filled wire arc additively manufactured steel tube under axial compression	99
Minimum variance unbiased Bayesian smoothing for input and state estimation of systems without direct Feedthrough: Mitigating Ill-Posedness of online load identification	99
Cyclic behavioral characteristics of RC beams strengthened by U-wrapped TRM jacket with anchorage details	98
Interaction diagrams of concrete-filled steel tube columns exposed to fire considering the slenderness effect	98
Scale modeling of thermo-structural fire tests of wood members	97
Transition analysis of flat-foldable origami-inspired deployable shelter concepts	95
Mechanical properties of a novel fiber-bridging interface for connecting FRP profile and concrete	92
Dynamic analysis of an elastic half-plane soil medium with periodic wave barriers under a moving load	91
Probabilistic seismic performance assessment of base-isolated buildings incorporating SMA gap dampers for pounding mitigation	90
Axial compressive stress-strain relationship and flexural analysis of ECC beams allowing for size effect	90
Baseline-free absolute strain estimation for cylindrical structures	90
Prediction of human walking vertical load based on markerless human gait capture using multi-view cameras and LSTM network	89
Linear helical printing: A novel approach to 3D printing concrete structures with enhanced integrity	89
Experimental investigation on the in-plane and out-of-plane interaction of isolated infills in RC frames	89
Study on flexural performance of stainless steel-timber composite beams with different combination forms	87
A rehabilitation approach for rocking foundations: Vertical-monotonic and horizontal-cyclic loading	87
Behaviour of a Cold-Formed Steel Shear Wall with Centre-Corrugated Steel Sheathing under Cyclic Loading	85
A grouping method for optimization of steel skeletal structures by applying a combinatorial search algorithm based on a fully stressed design	84
Flexural strengthening of RC beams using GFRP grid bonded with sprayed polyurea	83
Blast reliability assessment and sensitivity analysis of steel MRFs equipped with NiTi SMA bolts	81
A data-driven sensor placement strategy for reconstruction of mode shapes by using recurrent Gaussian process regression	81
Fatigue strength of normal and high strength steel joints improved by weld profiling	81
Surrogate-assisted seismic performance assessment incorporating vine copula captured dependence	80
Displacement-based blast-resistant evaluation for simply-supported RC girder bridge under below-deck explosions	79
Experimental study on the behavior of circular ultra-high strength concrete-filled steel tube columns subjected to unequal end moments	78
Low cycle fatigue capacity of shell-to-base connections in stainless steel thin-walled tanks	78
Cyclic behavior of single shear steel-to-steel screws and powder-actuated fastener connections	78
Cyclic behavior of laminated bio-based connections with slotted-in steel plates: Genetic algorithm, deterministic neural network-based model parameter identification, and uncertainty quantification	78
Time-dependent non-linear buckling of 3D CFST arch structures with hybrid random interval uncertainties	78
Reliability of structural wall shear design for tall reinforced-concrete core wall buildings	77
Effects of operational variability and damage on structural response signals: A method based on LMS radar image and residual-permutation entropy	77
Model uncertainties and partial safety factors of strain-based approaches for structural concrete: Example of punching shear	77
Experimental investigation on punching shear behaviour of RC-(R)UHPFRC composite flat slabs without transverse reinforcement	75
Physics-based probabilistic demand model and reliability analysis for reinforced concrete beams under blast loads	75
In-plane shear strength and damage fragility functions for partially-grouted reinforced masonry walls with bond-beam reinforcement	73
Numerical modelling for prediction of ground-borne vibrations induced by pile driving	73
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	73
Experimental investigation of the hysteretic behaviour of single-story single- and coupled-panel CLT shear walls with nailed connections	72
Performance of RC beam-column assemblies during and after elevated temperature to resist progressive collapse	72
Crushing characteristics and energy absorption behaviour of sloped-truncated origami tube	72
Time-variant seismic resilience of reinforced concrete buildings subjected to spatiotemporal random deterioration	72
Anisotropy and compaction gradient assessment on rammed earth specimens through sonic tomography approach	72
A hybrid constitutive model of high-damping viscoelastic materials used for vibration control of civil structures	72
An elastic-induced buckling column with enhanced dissipation capacity for vibration suppression of jacket platforms	72
Probabilistic curvature-and-drift limit states predictive models of high-strength bridge columns	72