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

Article	Citations
Velocity-pressure admittance for structural analysis of large cooling towers against strong winds	522
Seismic performance of friction damped posttensioned steel frame equipped with SMA strands	293
Finite element analysis method for the sliding cable analysis: The sliding variable method	266
Cyclic behaviour of precast shear walls with damage-concentrated connectors	252
Effect of impact location on the dynamic response of concrete columns reinforced with GFRP bars having various slenderness ratios: A numerical study	205
Study on construction technology and bearing mechanism of pressure cast-in-situ pile with spray-expanded frustum	152
A 2D exact model by stretching-through-the-thickness a kinematic variable for the 3D exact analysis of laminated composite structures: Theory and applications	143
An adaptive feedback-based TMD system for passive control of rail bridge vibration	140
Effect of different configurations of end stirrups on the seismic performance of RC columns	131
A numerical study on the seismic design of buildings seated over an RSM layer	128
Analysis of full-scale precast post-tension (FPP) girder for straddle monorail – Experimental and FEA study	121
Optimised rotational-spring component-based modelling strategy for seismic resistant steel-concrete composite joints and frames with continuous or isolated slab	107
Crossing cable design optimization of multi-tower cable-stayed bridge based on joint analytical method and genetic algorithm	107
Structural and thermal performance of masonry walls: Insights from TRM-based upgrading techniques	107
Comparative study on failure mechanism of full-scale precast and cast-in-place beam-column joints based on acoustic emission technology	107
Eccentrically loaded recycled lump/seawater sea-sand concrete filled precast GFRP tube segments confined by grouted steel tube	106
Nonlinear analysis of full-range bending process of prefabricated and cast-in-place concrete composite beams considering interface debonding	100
Study on seismic performance of semi-enclosed buildings based on shaking table test	89
Development of integrated semi-active adaptive vibration control system for bridges subjected to traffic loads	89
Performance optimization of inter-storey isolation systems with negative stiffness devices for super high-rise buildings	85
Crashworthiness analysis of a novel square multicellular hierarchical structure with multi-strategy filling	81
Deep learning based nonlinear structural time history response prediction enhanced with multi-resolution convolution projection network	77
Automated prediction and design of PBL connectors using physics-integrated explainable machine learning and user-friendly web API	75
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	74
Development of beam elements for nonlinear analysis of reinforced concrete frames subjected to fire	73

Effect of steel grid on enhancing seismic performance of bridge pier with low reinforcement ratio: Shaking table test and numerical simulation	72
Effect of aspect ratio and geometric defects on the stability performance of U-rib stiffened plates	72
Finite element modelling and design of concrete wind turbine towers subjected to combined compression and bending	70
Comparative study and performance evaluation of steel moment resisting frames design with: Force-based design and performance-based plastic design	69
Use of bore-epoxy anchorage system with CFRP laminates for shear strengthening of RC beams: An experimental and analytical investigation	69
Multi-objective optimisation of aluminium skins and recycled/perforated PET foams sandwich panels subjected to impact loads	67
Linear 3D piezo-elasticity theory for static and free vibration analysis of piezoelectric/GOP/CNTs panels submerged in fluid	66
Time-dependent risk-targeted seismic design of RC moment-resisting frames under corrosive environment	66
Flexural behaviour of hollow reinforced concrete T-beams strengthened or retrofitted with carbon-fibre-reinforced laminates: Experimental and numerical investigation	65
Research on hysteretic performance prediction method of novel connection dampers for external wall panels based on the mining of temporal combination characteristics	65
Analytical study on influence of subsurface voids on moment capacity of singly reinforced concrete beam – Inspired by a project case study	65
Effects of geometric characteristics of U-shaped flexural plates on their cyclic performance	64
The effect of the gravity column in the seismic design of steel CBFs	63
Mechanical behavior of timber columns reinforced with high-performance bamboo-based composites and self-tapping screws under axial compression	63
Shape optimization of the cylindrical shell with three types of directrix curves	61
Investigating the efficiency and reliability of different lap-splice configurations in NSM BFRP rods for strengthening RC beams	61
Experimental and analytical research on the seismic performance of CEEP joint	60
Lateral performance of hybrid screw-adhesive CLT-steel connections: Quasi-static tests and hysteretic model calibration	59
Estimation of internal pressure coefficients for a pyramidal roofed low-rise building through CFD simulation	59
Numerical simulation on aerodynamic admittance of the moving train on a highway-railway one-story bridge under the random synthetic turbulence	59
Tensile properties and parameter optimization of carbon-fiber composite mortise-and-tenon joints	59
Compressive and shear behavior of cement stabilized rammed earth wallettes reinforced with coir, bamboo splints and steel bars	58
Dynamic progressive collapse response of 3D monolithic precast concrete frame structures considering slab effects	58
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	58
Investigations of new precast RC barrier using extended rebars and steel plate-to-angle connection against vehicle collisions	58
Experimental and theoretical investigations on the static behavior of low aspect ratio shear stud connectors in ultra high performance concrete	57
Field pullout test and anchorage length calculation for external anchorage of GFRP anti-floating anchors	56
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	56
Constitutive modeling on cyclic stress-strain behaviour of 7A04-T6 high-strength aluminium alloy	55
Experimental and numerical research on the eccentric compressive behavior of stiffened circular concrete-filled steel tube stub columns	54
Research on the application of DIC technology in model tests of hydraulic structures	54