OOIR: Observatory of International Research

Papers

(The H4-Index of Structures is 54. 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 2021-10-01 to 2025-10-01.)

Article	Citations
Macro-meso failure characteristics of corn straw biomass integrated material columns with different integration methods under axial compression	472
Simplified design method of pounding-unseating-prevention device for LRB isolated continuous girder bridge	278
Velocity-pressure admittance for structural analysis of large cooling towers against strong winds	233
Probabilistic fatigue life assessment of steel rail-bridge in dual response surface framework	213
Structural behaviors of steel fiber-reinforced concrete-filled geotextile tube stub columns under axial compression	200
Seismic behaviour of post-earthquake composite frame structures with different damage levels	144
A general framework for constructing the feasibility-constraint function of lamination parameters in optimization	136
Seismic performance of friction damped posttensioned steel frame equipped with SMA strands	132
RETRACTED: Experimental and theoretical study on a new type of non-embedded T-bolt shear connector in composite beams	128
Finite element analysis method for the sliding cable analysis: The sliding variable method	111
Calculation of second-order bearing capacity of members subjected to axial load and biaxial bending	105
Instability behavior of hyperbolic single-layer reticulated steel cooling towers with semi-rigid joints subjected to wind actions	103
Effect of impact location on the dynamic response of concrete columns reinforced with GFRP bars having various slenderness ratios: A numerical study	100
Cyclic behaviour of precast shear walls with damage-concentrated connectors	100
Study on construction technology and bearing mechanism of pressure cast-in-situ pile with spray-expanded frustum	99
Numerical simulation on aerodynamic admittance of the moving train on a highway-railway one-story bridge under the random synthetic turbulence	99
Crossing cable design optimization of multi-tower cable-stayed bridge based on joint analytical method and genetic algorithm	98
A 2D exact model by stretching-through-the-thickness a kinematic variable for the 3D exact analysis of laminated composite structures: Theory and applications	96
An adaptive feedback-based TMD system for passive control of rail bridge vibration	93
Stiffener optimization for improving buckling capacity of aged steel plates	92
PSO-optimized ANN with multi-source data for fatigue life prediction of corroded bridge cables	89
Vibration serviceability of suspended floor: Full-scale experimental study and assessment	81
Integrating structural and seismic properties for enhanced seismic response prediction of building structures via artificial neural network	78
Effect of different configurations of end stirrups on the seismic performance of RC columns	76
Seismic upgrading of infilled RC frames having low concrete strength using engineered composites under cyclic and axial loading	74

Corrigendum to “The cyclic behavior of butterfly-shaped Link Steel Plate Shear Walls with and without Buckling-restrainers” [Structures 27 (2020) 607–625]	74
Residual behaviour of corroded reinforcements after high temperature exposure	72
Bonding of steel bars in concrete: A systematic review of the literature	71
Effects of cladding ratio on shear resistance of stainless–clad bimetallic steel plate girder: Numerical analyses and design recommendations	71
Pseudo-random artificial corrosion morphologies for ultimate strength analysis of corroded steel tubulars	71
Experimental and numerical investigation of impact behavior of RC slab with different opening size and layout	68
Experimental study on monotonic, cyclic mechanics and fatigue performance of pressed cone sleeve splices	67
A numerical study on the seismic design of buildings seated over an RSM layer	67
Analysis of full-scale precast post-tension (FPP) girder for straddle monorail – Experimental and FEA study	66
Effect of profile shapes on the behaviour of web tapered i-beams under the effect of lateral torsional buckling	64
Linear buckling behavior of longitudinally singly- and multi-stiffened steel plates under normal and shear stresses	64
Punching shear behavior of reinforced concrete flat slab column connection containing recycled eggshell powder	62
Residual stress modelling for stainless-clad bimetallic steel welded circular sections	62
Seismic pounding effects on typical building structures considering soil-structure interaction	62
A method of calculating cable change parameters for cableway bridges	61
Machine learning models for predicting concrete beams shear strength externally bonded with FRP	61
A quadratic approximation for volume minimization topology optimization	61
A comparison of energy absorption in axial crush tests between wood veneers, basalt fibre reinforced polymers and hybrid combinations	61
Strengthening of glass fiber sheets for multi-bolted pultruded GFRP connections: Effects of connection type and bolt-tightening force	61
Experimental behavior of circular concrete-filled steel tabular columns under near-fault cyclic loadings	58
Structural damage detection based on modal strain energy assurance criterion using adaptive region shrinkage assisted IGOA	57
Experimental study on anchorage performance and mechanism of hooked bars with a pre-yield anchorage failure	57
Elastic lateral-torsional buckling of cellular beams	57
Nonlinear static behavior analysis of single/double-layer frame tunnels with mortise and tenon joint	57
Applications of simplified 3D FE model in seismic analysis for friction-damped posttensioned steel frame structures	56
Full‐scale tests of industrial steel storage pallet racks	56
Constitutive modeling on cyclic stress-strain behaviour of 7A04-T6 high-strength aluminium alloy	56
Machine learning-based Shapley additive explanations method for fatigue failure mode identification of load-carrying welded cruciform joints	55
Estimation of internal pressure coefficients for a pyramidal roofed low-rise building through CFD simulation	54
Visual-mechanical classification for evaluating the characteristic value of tensile strength parallel to grain and the modulus of elasticity in static bending of Pinus taeda wood beams	54
Experimental study on compression behavior of pre-damaged cylinders repaired with grid-reinforced hybrid fiber high-performance concrete	54