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 2021-11-01 to 2025-11-01.)

Article	Citations
Velocity-pressure admittance for structural analysis of large cooling towers against strong winds	483
Probabilistic fatigue life assessment of steel rail-bridge in dual response surface framework	286
Seismic behaviour of post-earthquake composite frame structures with different damage levels	249
Seismic performance of friction damped posttensioned steel frame equipped with SMA strands	223
RETRACTED: Experimental and theoretical study on a new type of non-embedded T-bolt shear connector in composite beams	203
Finite element analysis method for the sliding cable analysis: The sliding variable method	138
Calculation of second-order bearing capacity of members subjected to axial load and biaxial bending	136
Instability behavior of hyperbolic single-layer reticulated steel cooling towers with semi-rigid joints subjected to wind actions	135
Cyclic behaviour of precast shear walls with damage-concentrated connectors	117
Effect of impact location on the dynamic response of concrete columns reinforced with GFRP bars having various slenderness ratios: A numerical study	112
Study on construction technology and bearing mechanism of pressure cast-in-situ pile with spray-expanded frustum	111
A 2D exact model by stretching-through-the-thickness a kinematic variable for the 3D exact analysis of laminated composite structures: Theory and applications	102
An adaptive feedback-based TMD system for passive control of rail bridge vibration	101
Stiffener optimization for improving buckling capacity of aged steel plates	100
Corrigendum to “The cyclic behavior of butterfly-shaped Link Steel Plate Shear Walls with and without Buckling-restrainers” [Structures 27 (2020) 607–625]	97
Effect of different configurations of end stirrups on the seismic performance of RC columns	97
Seismic upgrading of infilled RC frames having low concrete strength using engineered composites under cyclic and axial loading	96
Effects of cladding ratio on shear resistance of stainless–clad bimetallic steel plate girder: Numerical analyses and design recommendations	89
Experimental study on monotonic, cyclic mechanics and fatigue performance of pressed cone sleeve splices	85
A numerical study on the seismic design of buildings seated over an RSM layer	80
Analysis of full-scale precast post-tension (FPP) girder for straddle monorail – Experimental and FEA study	78
Effect of profile shapes on the behaviour of web tapered i-beams under the effect of lateral torsional buckling	75
Linear buckling behavior of longitudinally singly- and multi-stiffened steel plates under normal and shear stresses	73
A quadratic approximation for volume minimization topology optimization	72
Seismic pounding effects on typical building structures considering soil-structure interaction	72

A method of calculating cable change parameters for cableway bridges	71
Axial compressive performance of ultra-high performance concrete-filled steel tube stub columns at different concrete age	68
Hysteretic behavior of geopolymeric recycled concrete-filled steel tubes under combined compression-bending-torsion	66
Eccentrically loaded recycled lump/seawater sea-sand concrete filled precast GFRP tube segments confined by grouted steel tube	65
Seismic behavior of full-scale square high-strength RACFST columns	65
Shaking table test of a half-scale three-story non-ductile RC building subjected to near-fault ground motions: Experimental and numerical modeling	64
Improved fire design of steel I-sections under combined compression and bending	63
Seismic fragilities of Indian Standard Code designed ductile reinforced concrete frames with consideration of nonlinear soil–structure interaction	62
Nonlinear analysis of full-range bending process of prefabricated and cast-in-place concrete composite beams considering interface debonding	62
Resistant performance of cold-formed Q1100 ultra-high strength steel angle- and channel-section stub columns	62
Experimental and numerical studies on strong-axis and weak-axis bending performance of H-shaped prestressed UHPC members	62
Experimental study on fatigue behavior of cracked steel plates repaired with adhesively bonded steel patches	61
The impact of reasonable PGA modulation and spatiotemporal variability of far-field long-period ground motion on continuous rigid-frame bridges	60
Simulation analysis of flow field and vortex-induced vibration characteristics of submarine cable under single/parallel-laying mode	60
A comparison of energy absorption in axial crush tests between wood veneers, basalt fibre reinforced polymers and hybrid combinations	59
Structural performance of cold-formed steel box girders with C-section flanges and sinusoidal corrugated webs	59
Structural behaviors of steel fiber-reinforced concrete-filled geotextile tube stub columns under axial compression	59
Flexural behavior of square concrete-encased concrete-filled double-skin steel tube members	58
Dynamic crushing responses of enhanced auxetic re-entrant honeycomb based on additive manufacturing	57
Pseudo-random artificial corrosion morphologies for ultimate strength analysis of corroded steel tubulars	57
Numerical simulation and performance evaluation of compression members in long-span single-layer spatial grid structures constrained by steel bars	57
A general framework for constructing the feasibility-constraint function of lamination parameters in optimization	57
Experimental and numerical investigation of impact behavior of RC slab with different opening size and layout	56
Punching shear behavior of reinforced concrete flat slab column connection containing recycled eggshell powder	55
Experimental investigation of single and hybrid-fiber reinforced concrete under drop weight test	55
Integrating structural and seismic properties for enhanced seismic response prediction of building structures via artificial neural network	54
Three-dimensional meso-scale modelling of geopolymer-based ultra-high performance concrete (G-UHPC) with ceramic ball coarse aggregates under projectile impact	54
Design and experimental study of a replaceable steel-UHPC composite bridge deck	54
Investigation of the effect of real ground motion record number on seismic response of regular and vertically irregular RC frames	54
Constitutive modeling on cyclic stress-strain behaviour of 7A04-T6 high-strength aluminium alloy	54