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 2022-06-01 to 2026-06-01.)

Article	Citations
Seismic performance of friction damped posttensioned steel frame equipped with SMA strands	328
Cyclic behaviour of precast shear walls with damage-concentrated connectors	317
Effect of different configurations of end stirrups on the seismic performance of RC columns	295
Reconstruct the 3D load redistribution paths of framed structures subjected to local column failure and multi-floor fire	209
Experimental evaluation of the out-of-plane behavior of a traditional timber frame with mud and rubble infill wall strengthened by a polypropylene band mesh on one side	183
Seismic performance of column splices with built-up box sections using partial joint penetration welds	162
Improved fire design of steel I-sections under combined compression and bending	157
Tensile behavior of parallel threaded couplers for reinforcements by natural cooling after elevated temperatures	148
Life-cycle cost analysis of steel frames with shape-memory alloy based dampers	144
Numerical and theoretical study of buckling behavior of corroded H-section eccentric compression steel columns	118
Elastic buckling behavior of corroded uniformly compressed plates with three simply supported edges	115
Evaluation of the interaction between distortional–global buckling in perforated cold-formed steel rack sections	99
Experimental and analytical investigations on tension stiffening of reinforced engineered cementitious composites members	97
Experimental and parametric study of a novel braced system to improve seismic performance	94
Seismic upgrading of infilled RC frames having low concrete strength using engineered composites under cyclic and axial loading	93
Performance optimization of inter-storey isolation systems with negative stiffness devices for super high-rise buildings	92
Deep learning based nonlinear structural time history response prediction enhanced with multi-resolution convolution projection network	89
Development of beam elements for nonlinear analysis of reinforced concrete frames subjected to fire	84
Effect of profile shapes on the behaviour of web tapered i-beams under the effect of lateral torsional buckling	82
Multi-scale analysis method for composite-metal hybrid truss nodes using the MPC-submodel approach	80
Cyclic pull-out behavior of screwed-in threaded rods embedded in glulam elements: Experimental and numerical studies	79
Structural behaviors of steel fiber-reinforced concrete-filled geotextile tube stub columns under axial compression	76
Probabilistic fatigue life assessment of steel rail-bridge in dual response surface framework	76
Crack detection in arbitrary beam cross-sections using a new mass-spring system	76
Pseudo-dynamic test and numerical analyses of staggered truss framing systems	75

Member control efficiency and shape control capability of a loaded cable dome	74
Punching and lateral cyclic behavior of concrete slab-column connections reinforced with steel sheets	74
Nonlinearity as a damage index for structural health monitoring using random decrement technique	72
Instability behavior of hyperbolic single-layer reticulated steel cooling towers with semi-rigid joints subjected to wind actions	71
Experimental and numerical studies on strong-axis and weak-axis bending performance of H-shaped prestressed UHPC members	71
Time-dependent risk-targeted seismic design of RC moment-resisting frames under corrosive environment	69
Effects of geometric characteristics of U-shaped flexural plates on their cyclic performance	68
Shape optimization of the cylindrical shell with three types of directrix curves	68
Estimation of internal pressure coefficients for a pyramidal roofed low-rise building through CFD simulation	67
Tensile properties and parameter optimization of carbon-fiber composite mortise-and-tenon joints	66
Behavior and design of circular concrete columns strengthened with textile-reinforced mortar subjected to eccentric compression	65
Reliability-based optimization of multiple nonlinear PTMDs for seismic retrofitting of buildings	64
Nonlinear analysis of full-range bending process of prefabricated and cast-in-place concrete composite beams considering interface debonding	64
The diagonal shear behavior of masonry walls fabricated with historical lime-based mortar and retrofitted with near surface mounted method	64
Experimental behavior of circular concrete-filled steel tabular columns under near-fault cyclic loadings	63
Static performance of welded hollow spherical bolted joint with H-beams	62
Eccentrically loaded recycled lump/seawater sea-sand concrete filled precast GFRP tube segments confined by grouted steel tube	62
PSO-optimized ANN with multi-source data for fatigue life prediction of corroded bridge cables	60
Crossing cable design optimization of multi-tower cable-stayed bridge based on joint analytical method and genetic algorithm	59
Geometrical and material optimization of the functionally graded doubly-curved shell by metaheuristic optimization algorithms	59
An adaptive feedback-based TMD system for passive control of rail bridge vibration	59
Corrosion effect on bond behavior between rebar and concrete using Bayesian regularized feed-forward neural network	58
Research on hysteretic performance prediction method of novel connection dampers for external wall panels based on the mining of temporal combination characteristics	57
Identification of the most unfavorable near-fault ground motion input direction for aqueduct structures based on fragility analysis	56
Simplified design method of pounding-unseating-prevention device for LRB isolated continuous girder bridge	55
Friction characteristics of novel composite friction isolation bearing under different vertical pressures and loading velocities	55
Seismic resilience of lattice bridge decks: Energy-based investigation of seismic response	55
Experimental investigation on the eccentric compressive behavior of aluminum alloy tubular columns filled with lightweight aggregate concrete	55
Shear behavior of high-strength tie bar connectors embedded in UHPC	54
Experimental study and numerical simulation on the transverse force transmission mechanism of discretely connected precast RC floor	54
A new counterweight design method for shaking table test models of single-layer spherical latticed shells	54
Behavior of cross-shaped stiffened concrete-filled steel tubular stub columns after fire exposure	54
A general framework for constructing the feasibility-constraint function of lamination parameters in optimization	54