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 2022-05-01 to 2026-05-01.)

Article	Citations
Seismic performance of friction damped posttensioned steel frame equipped with SMA strands	314
Cyclic behaviour of precast shear walls with damage-concentrated connectors	312
Effect of different configurations of end stirrups on the seismic performance of RC columns	287
Multi-objective optimisation of aluminium skins and recycled/perforated PET foams sandwich panels subjected to impact loads	208
Reconstruct the 3D load redistribution paths of framed structures subjected to local column failure and multi-floor fire	173
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	156
Seismic performance of column splices with built-up box sections using partial joint penetration welds	151
Degradation prediction of recycled aggregate concrete under sulphate wetting–drying cycles using BP neural network	144
Improved fire design of steel I-sections under combined compression and bending	136
Tensile behavior of parallel threaded couplers for reinforcements by natural cooling after elevated temperatures	116
Life-cycle cost analysis of steel frames with shape-memory alloy based dampers	113
Torsional behavior of GFRP-RC pontoon decks with an edge cutout and diagonal reinforcements	99
Numerical and theoretical study of buckling behavior of corroded H-section eccentric compression steel columns	92
Optimization of semi-active tuned mass damper inerter for enhanced vibration control of jacket platforms using multi-objective optimization due to environmental load	92
Failure modes of laminated porous panel with different connection methods	91
Elastic buckling behavior of corroded uniformly compressed plates with three simply supported edges	90
The impact of using hybrid polyvinyl alcohol–steel fibre ECC on the seismic behaviour of precast beam–to–column joints	84
Evaluation of the interaction between distortional–global buckling in perforated cold-formed steel rack sections	81
Experimental and analytical investigations on tension stiffening of reinforced engineered cementitious composites members	79
Experimental and parametric study of a novel braced system to improve seismic performance	78
Resistant performance of cold-formed Q1100 ultra-high strength steel angle- and channel-section stub columns	77
Flexural behavior of square concrete-encased concrete-filled double-skin steel tube members	75
Numerical simulation and performance evaluation of compression members in long-span single-layer spatial grid structures constrained by steel bars	74
Seismic upgrading of infilled RC frames having low concrete strength using engineered composites under cyclic and axial loading	74
Study on seismic performance of semi-enclosed buildings based on shaking table test	73

Performance optimization of inter-storey isolation systems with negative stiffness devices for super high-rise buildings	72
Deep learning based nonlinear structural time history response prediction enhanced with multi-resolution convolution projection network	72
Development of beam elements for nonlinear analysis of reinforced concrete frames subjected to fire	71
Effect of profile shapes on the behaviour of web tapered i-beams under the effect of lateral torsional buckling	69
Multi-scale analysis method for composite-metal hybrid truss nodes using the MPC-submodel approach	68
A method of calculating cable change parameters for cableway bridges	68
Cyclic pull-out behavior of screwed-in threaded rods embedded in glulam elements: Experimental and numerical studies	67
Probabilistic fatigue life assessment of steel rail-bridge in dual response surface framework	66
Structural behaviors of steel fiber-reinforced concrete-filled geotextile tube stub columns under axial compression	66
Crack detection in arbitrary beam cross-sections using a new mass-spring system	65
Experimental study on monotonic, cyclic mechanics and fatigue performance of pressed cone sleeve splices	64
Member control efficiency and shape control capability of a loaded cable dome	63
Pseudo-dynamic test and numerical analyses of staggered truss framing systems	63
Instability behavior of hyperbolic single-layer reticulated steel cooling towers with semi-rigid joints subjected to wind actions	62
Nonlinearity as a damage index for structural health monitoring using random decrement technique	62
Punching and lateral cyclic behavior of concrete slab-column connections reinforced with steel sheets	62
Time-dependent risk-targeted seismic design of RC moment-resisting frames under corrosive environment	61
Experimental and numerical studies on strong-axis and weak-axis bending performance of H-shaped prestressed UHPC members	61
Effects of geometric characteristics of U-shaped flexural plates on their cyclic performance	60
Estimation of internal pressure coefficients for a pyramidal roofed low-rise building through CFD simulation	58
Shape optimization of the cylindrical shell with three types of directrix curves	58
Investigating the efficiency and reliability of different lap-splice configurations in NSM BFRP rods for strengthening RC beams	58
Tensile properties and parameter optimization of carbon-fiber composite mortise-and-tenon joints	56
Reliability-based optimization of multiple nonlinear PTMDs for seismic retrofitting of buildings	55
Behavior and design of circular concrete columns strengthened with textile-reinforced mortar subjected to eccentric compression	55
Fragility analysis of a concrete gravity dam under mainshock-aftershock sequences	54
The diagonal shear behavior of masonry walls fabricated with historical lime-based mortar and retrofitted with near surface mounted method	54
Bonding of steel bars in concrete: A systematic review of the literature	54
Structure reactions and train running safety on CFST arch bridges under different kinds of near-fault earthquakes	54
Seismic performance of precast concrete superposed shear walls with CFST end columns subjected to cyclic loading	54