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 2021-05-01 to 2025-05-01.)

Article	Citations
Editorial Board	270
Discrete singular convolution method for modelling of waveguide interaction of beam-type structures with impedance boundaries	223
Optimal log floor patterns	203
Reliability of structural wall shear design for tall reinforced-concrete core wall buildings	157
Shear behaviour of doubly symmetric rectangular hollow flange beam with circular edge-stiffened openings	146
Model uncertainties and partial safety factors of strain-based approaches for structural concrete: Example of punching shear	145
Development of a novel haunched link for eccentrically braced frames	131
Cyclic performance of steel frame fabricated with cold-formed steel composite wall structure	131
Generalized line-element formulations for geometrically nonlinear analysis of nonsymmetric tapered steel members with warping and Wagner effects	131
Test and analysis of multi-cavity particle damper for vertical vibration control of pipeline structures	129
Flexural behavior of partially encased cellular beams: Tests and design implications	125
Safety assessment of existing pin-jointed grid structures with crooked members using static model updating	123
Cyclic behavior of laminated bio-based connections with slotted-in steel plates: Genetic algorithm, deterministic neural network-based model parameter identification, and uncertainty quantification	121
Corrigendum to “Tendon stress evaluation of unbonded post-tensioned concrete segmental bridges with two-variable response surfaces” [Eng. Struct. 245 (2021) 112984]	120
Editorial Board	118
A model for the initial stiffness of the face plate component	117
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]	116
Predicting the Maximum Displacements of Structures during an Earthquake based on Chaos Theory	112
Stability and design of stainless steel hollow section columns at elevated temperatures	110
Experimental investigation and numerical simulation on seismic performance of self-centering bridge bents with energy-dissipation beams	108
Experimental investigation of the overall pull-out behavior of group anchored straight-type steel strands	107
Experimental insights into the seismic behaviour of flanged URM walls	107
Experimental and numerical study on a novel staggered truss with chord-connected steel plates	107
Reliability-based capacity safety factor for G20Mn5 cast steel joints	104
Impact response analysis and prediction of FRP-RC beams with varying flexural stiffness: Numerical simulation and modified two-DOF calculation	103

Effects of interface conditions on tribological and hysteretic behaviors of symmetric friction connections	102
Vibration-based tension estimation of short helically multi-stranded wires under low axial tension	99
Interaction between F/TRC shear strengthening and steel stirrups: Experimental observations on real-scale RC T-beams	98
Seismic performance factors for timber buildings with woodframe shear walls	97
Beam-on-Foundation modelling of dowel-type single fastener connections in cross laminated timber	97
Characteristics of tornado wind loads and examinations of tornado wind load provisions in ASCE 7–16	93
An elastic-induced buckling column with enhanced dissipation capacity for vibration suppression of jacket platforms	93
Numerical modelling for prediction of ground-borne vibrations induced by pile driving	93
Structural analysis of a 3D dry-stack tyre wall by finite-discrete element method	92
Bond stress-slip relationship of CFRP bar-concrete interface of CFRP reinforced concrete subjected to reversed cyclic loading	91
Anisotropy and compaction gradient assessment on rammed earth specimens through sonic tomography approach	91
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	90
Experimental study and optimal design of axial behavior of UHPC-filled glass-fiber-reinforced polymer pultruded square columns	88
Interaction diagrams of concrete-filled steel tube columns exposed to fire considering the slenderness effect	88
A new computational framework for the minimum thrust analysis of axisymmetric masonry domes	87
Design model for shear keys used as thermal break systems in balcony-slab joints under combined shear and bending loads	86
Experimental investigation on shear fatigue behavior of perfobond strip connectors made of high strength steel and ultra-high performance concrete	86
Blast reliability assessment and sensitivity analysis of steel MRFs equipped with NiTi SMA bolts	85
Cumulative effects of cracking in monoblock multipurpose precast concrete sleepers on railway tracks	85
Time-dependent non-linear buckling of 3D CFST arch structures with hybrid random interval uncertainties	85
Performance of Composite Plate Shear Walls/Concrete Filled (C-PSW/CF) Under Fire Loading: A Numerical Investigation	83
Development and investigation of an innovative, light-weight, two-way spanning timber-concrete composite slab	82
Vision-based model updating and evaluation of miter gates on inland waterways	82
Scale modeling of thermo-structural fire tests of wood members	82
Critical analysis of seismic codes’ provisions on second order effects	81
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	80
A formula of quantile of extreme wind pressure coefficient to estimate wind load with various mean recurrence intervals	79
Analysis of non-uniform force distribution characteristics among tendons of prestressed anchor cable and experimental study on equal stress tensioning	79
Neural networks-based spring element for second-order analysis of pile-supported structures with nonlinear soil- structure interaction	79
Multi-sensor fusion for structural displacement estimation: Integrating vision and acceleration from mobile devices	78
Development and experimental study of a replaceable double stage coupling beam damper	77
Low cycle fatigue capacity of shell-to-base connections in stainless steel thin-walled tanks	76
The effect of concentrated loads on open-well masonry spiral stairs	76
Surrogate-assisted seismic performance assessment incorporating vine copula captured dependence	76
A novel hybrid method for predicting maglev train-induced environmental vibrations combining field measurement, 2.5D FEM modelling and multi-objective optimization	76
Transition analysis of flat-foldable origami-inspired deployable shelter concepts	75
Thermal shock fracture analysis of auxetic honeycomb layer based on non-Fourier heat conduction	74
Experimental investigation on punching shear behaviour of RC-(R)UHPFRC composite flat slabs without transverse reinforcement	74
Design of cold-formed high strength steel irregular octagonal hollow section columns	73
A rcGAN-based surrogate model for nonlinear seismic response analysis and optimization of steel frames	73
Time-dependent analysis of simply supported and continuous unbonded prestressed concrete beams	72
A machine learning based method for predicting the shear strength of Fiber-Reinforced Concrete joints in precast segmental bridges	72
Experimental and numerical investigations of high strength steel unlipped channel sections under interior-two-flange loading	70
Bond behavior of an ultra-high performance concrete-filled anchorage for carbon fiber-reinforced polymer tendons under static and impact loads	70
Experimental behavior and seismic performance assessment of Unbonded Post-tensioned Precast Concrete Walls for low-rise buildings	70
Impact resistance and performance of precast shear walls with various connections under axial and lateral loads	70