OOIR: Observatory of International Research

Papers

(The H4-Index of Structures is 49. 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 2021-05-01 to 2025-05-01.)

Article	Citations
Shaking table test of a half-scale three-story non-ductile RC building subjected to near-fault ground motions: Experimental and numerical modeling	381
Investigating the efficiency and reliability of different lap-splice configurations in NSM BFRP rods for strengthening RC beams	206
Android application of rapid visual screening for buildings in Indian context	186
Study on the effect of pre-stressed level on the force performance of wedge steel plate jacket and steel wire mesh-PCM strengthened RC beams	184
Effect of profile shapes on the behaviour of web tapered i-beams under the effect of lateral torsional buckling	177
Life-cycle cost analysis of steel frames with shape-memory alloy based dampers	155
Static performance of steel temcor joint subjected to out-of-plane bending moments	139
A new counterweight design method for shaking table test models of single-layer spherical latticed shells	125
Strengthening of glass fiber sheets for multi-bolted pultruded GFRP connections: Effects of connection type and bolt-tightening force	109
Design and experimental study of a replaceable steel-UHPC composite bridge deck	101
The diagonal shear behavior of masonry walls fabricated with historical lime-based mortar and retrofitted with near surface mounted method	94
Reconstruct the 3D load redistribution paths of framed structures subjected to local column failure and multi-floor fire	93
A method of calculating cable change parameters for cableway bridges	87
Effect of steel grid on enhancing seismic performance of bridge pier with low reinforcement ratio: Shaking table test and numerical simulation	87
Surrogate based prediction models for elastically supported beams under the action of opposite moving loads	87
Linear buckling behavior of longitudinally singly- and multi-stiffened steel plates under normal and shear stresses	87
A quadratic approximation for volume minimization topology optimization	81
Structural behaviors of steel fiber-reinforced concrete-filled geotextile tube stub columns under axial compression	80
Punching and lateral cyclic behavior of concrete slab-column connections reinforced with steel sheets	80
Elastic buckling behavior of corroded uniformly compressed plates with three simply supported edges	77
Effect of aspect ratio and geometric defects on the stability performance of U-rib stiffened plates	77
Seismic performance of friction damped posttensioned steel frame equipped with SMA strands	76
Experimental study on anchorage performance and mechanism of hooked bars with a pre-yield anchorage failure	73
Multi-objective optimisation of aluminium skins and recycled/perforated PET foams sandwich panels subjected to impact loads	73
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	71

Cyclic pull-out behavior of screwed-in threaded rods embedded in glulam elements: Experimental and numerical studies	70
Tensile behavior of parallel threaded couplers for reinforcements by natural cooling after elevated temperatures	67
Study on construction technology and bearing mechanism of pressure cast-in-situ pile with spray-expanded frustum	67
Seismic behaviour of post-earthquake composite frame structures with different damage levels	66
A general framework for constructing the feasibility-constraint function of lamination parameters in optimization	65
Mechanical behavior of timber columns reinforced with high-performance bamboo-based composites and self-tapping screws under axial compression	63
Finite element analysis method for the sliding cable analysis: The sliding variable method	63
Applications of simplified 3D FE model in seismic analysis for friction-damped posttensioned steel frame structures	62
Simplified design method of pounding-unseating-prevention device for LRB isolated continuous girder bridge	59
Macro-meso failure characteristics of corn straw biomass integrated material columns with different integration methods under axial compression	59
A metamodeling-based robust optimisation approach for structures subjected to random underground blast excitation	59
Experimental and numerical studies on the cyclic performance of structural frames equipped with bar dampers	57
Velocity-pressure admittance for structural analysis of large cooling towers against strong winds	56
Research on the disaster prevention mechanism of mega-sub controlled structural system by vulnerability analysis	56
Experimental behavior of circular concrete-filled steel tabular columns under near-fault cyclic loadings	55
Identifying damage mechanisms of gymnasium structure damaged by the 2011 Tohoku earthquake based on biaxial excitation	54
Shape optimization of the cylindrical shell with three types of directrix curves	54
Probabilistic fatigue life assessment of steel rail-bridge in dual response surface framework	54
Nonlinear static behavior analysis of single/double-layer frame tunnels with mortise and tenon joint	53
Numerical simulation and performance evaluation of compression members in long-span single-layer spatial grid structures constrained by steel bars	52
Effect of impact location on the dynamic response of concrete columns reinforced with GFRP bars having various slenderness ratios: A numerical study	51
Three-dimensional meso-scale modelling of geopolymer-based ultra-high performance concrete (G-UHPC) with ceramic ball coarse aggregates under projectile impact	51
Experimental and analytical research on the seismic performance of CEEP joint	51
The single-loop Kriging model combined with Bayes’ formula for time-dependent failure probability based global sensitivity	50
Seismic performance of precast concrete superposed shear walls with CFST end columns subjected to cyclic loading	49