OOIR: Observatory of International Research

Papers

(The H4-Index of Structures is 56. 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 2022-08-01 to 2026-08-01.)

Article	Citations
Cyclic behaviour of precast shear walls with damage-concentrated connectors	350
Effect of different configurations of end stirrups on the seismic performance of RC columns	325
Seismic performance of column splices with built-up box sections using partial joint penetration welds	209
Improved fire design of steel I-sections under combined compression and bending	191
Tensile behavior of parallel threaded couplers for reinforcements by natural cooling after elevated temperatures	177
Life-cycle cost analysis of steel frames with shape-memory alloy based dampers	171
Evaluation of the interaction between distortional–global buckling in perforated cold-formed steel rack sections	167
Experimental and parametric study of a novel braced system to improve seismic performance	145
Deep learning based nonlinear structural time history response prediction enhanced with multi-resolution convolution projection network	123
Development of beam elements for nonlinear analysis of reinforced concrete frames subjected to fire	118
Effect of profile shapes on the behaviour of web tapered i-beams under the effect of lateral torsional buckling	104
Multi-scale analysis method for composite-metal hybrid truss nodes using the MPC-submodel approach	102
Crack detection in arbitrary beam cross-sections using a new mass-spring system	101
Member control efficiency and shape control capability of a loaded cable dome	98
Pseudo-dynamic test and numerical analyses of staggered truss framing systems	98
Nonlinearity as a damage index for structural health monitoring using random decrement technique	94
Instability behavior of hyperbolic single-layer reticulated steel cooling towers with semi-rigid joints subjected to wind actions	91
Experimental and numerical studies on strong-axis and weak-axis bending performance of H-shaped prestressed UHPC members	89
Time-dependent risk-targeted seismic design of RC moment-resisting frames under corrosive environment	85
Shape optimization of the cylindrical shell with three types of directrix curves	82
Effects of geometric characteristics of U-shaped flexural plates on their cyclic performance	82
Behavior and design of circular concrete columns strengthened with textile-reinforced mortar subjected to eccentric compression	79
An adaptive feedback-based TMD system for passive control of rail bridge vibration	78
Experimental behavior of circular concrete-filled steel tabular columns under near-fault cyclic loadings	78
Geometrical and material optimization of the functionally graded doubly-curved shell by metaheuristic optimization algorithms	77

Corrosion effect on bond behavior between rebar and concrete using Bayesian regularized feed-forward neural network	76
Identification of the most unfavorable near-fault ground motion input direction for aqueduct structures based on fragility analysis	75
Experimental investigation on the eccentric compressive behavior of aluminum alloy tubular columns filled with lightweight aggregate concrete	74
Friction characteristics of novel composite friction isolation bearing under different vertical pressures and loading velocities	74
Shear behavior of high-strength tie bar connectors embedded in UHPC	72
Seismic resilience of lattice bridge decks: Energy-based investigation of seismic response	72
Field pullout test and anchorage length calculation for external anchorage of GFRP anti-floating anchors	71
A general framework for constructing the feasibility-constraint function of lamination parameters in optimization	71
A new counterweight design method for shaking table test models of single-layer spherical latticed shells	71
Shear performance of U-shaped steel-concrete composite beams with channel shear connectors	70
Elastic lateral-torsional buckling of cellular beams	70
Durability and flexural behavior of TRU-strengthened RC slabs in chloride-rich environments	69
Experimental study on anchorage performance and mechanism of hooked bars with a pre-yield anchorage failure	68
Structural and thermal performance of masonry walls: Insights from TRM-based upgrading techniques	66
Velocity-pressure admittance for structural analysis of large cooling towers against strong winds	66
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	65
Structural damage detection based on modal strain energy assurance criterion using adaptive region shrinkage assisted IGOA	64
Modification factors for predicting the mechanical properties of light-frame timber shear walls for nonlinear static analyses	62
Analytical study on influence of subsurface voids on moment capacity of singly reinforced concrete beam – Inspired by a project case study	61
Strengthening of glass fiber sheets for multi-bolted pultruded GFRP connections: Effects of connection type and bolt-tightening force	61
Comparative study on failure mechanism of full-scale precast and cast-in-place beam-column joints based on acoustic emission technology	61
Use of bore-epoxy anchorage system with CFRP laminates for shear strengthening of RC beams: An experimental and analytical investigation	60
Surrogate based prediction models for elastically supported beams under the action of opposite moving loads	60
Experimental investigation on shear mechanical properties of engineering bamboo scrimber	59
Seismic behaviour of post-earthquake composite frame structures with different damage levels	59
Flexural behavior of cross-laminated bamboo two-way slabs strengthened with CFRP grids: Experimental and numerical investigations	59
Transient response of delaminated composite curved beams subjected to a moving force	59
Prediction models for partial compression behaviors of circular concrete-filled aluminum alloy tubular stub columns	58
Experimental validation of a multi-camera synchronous system for long-span bridge displacement monitoring	57
Experimental and analytical investigation of progressive collapse resistance in welded steel beam-column substructures under fire	57
High-temperature resistance and impact performance of waste glass-rice husk ash concrete: Experimental evaluation, intelligent prediction, and microstructural insights	56
Seismic performance evaluation of FRP-reinforced steel bridge piers based on data-driven methods	56
Theoretical analysis and experimental verification of the performance state of series isolation components	56