OOIR: Observatory of International Research

Papers

(The H4-Index of Structures is 53. 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 2021-09-01 to 2025-09-01.)

Article	Citations
Android application of rapid visual screening for buildings in Indian context	451
A method of calculating cable change parameters for cableway bridges	276
A quadratic approximation for volume minimization topology optimization	222
Structural behaviors of steel fiber-reinforced concrete-filled geotextile tube stub columns under axial compression	197
Tensile behavior of parallel threaded couplers for reinforcements by natural cooling after elevated temperatures	189
Seismic behaviour of post-earthquake composite frame structures with different damage levels	143
A general framework for constructing the feasibility-constraint function of lamination parameters in optimization	136
Macro-meso failure characteristics of corn straw biomass integrated material columns with different integration methods under axial compression	126
Simplified design method of pounding-unseating-prevention device for LRB isolated continuous girder bridge	117
Velocity-pressure admittance for structural analysis of large cooling towers against strong winds	110
Probabilistic fatigue life assessment of steel rail-bridge in dual response surface framework	100
Experimental and numerical studies on pullout behavior of embedded parts with studs for steel-plate concrete structures	100
Analysis of full-scale precast post-tension (FPP) girder for straddle monorail – Experimental and FEA study	98
A numerical study on the seismic design of buildings seated over an RSM layer	97
Experimental study on monotonic, cyclic mechanics and fatigue performance of pressed cone sleeve splices	96
Automated prediction and design of PBL connectors using physics-integrated explainable machine learning and user-friendly web API	95
Linear buckling behavior of longitudinally singly- and multi-stiffened steel plates under normal and shear stresses	93
Geometrical and material optimization of the functionally graded doubly-curved shell by metaheuristic optimization algorithms	92
Effect of profile shapes on the behaviour of web tapered i-beams under the effect of lateral torsional buckling	89
A 2D exact model by stretching-through-the-thickness a kinematic variable for the 3D exact analysis of laminated composite structures: Theory and applications	88
Experimental study and numerical simulation analysis of the Bolted-Welded hybrid connection joint of steel frame under fire	88
Effect of different configurations of end stirrups on the seismic performance of RC columns	81
Seismic upgrading of infilled RC frames having low concrete strength using engineered composites under cyclic and axial loading	72
Residual behaviour of corroded reinforcements after high temperature exposure	72
Effects of cladding ratio on shear resistance of stainless–clad bimetallic steel plate girder: Numerical analyses and design recommendations	70

Linear 3D piezo-elasticity theory for static and free vibration analysis of piezoelectric/GOP/CNTs panels submerged in fluid	69
Shape optimization of the cylindrical shell with three types of directrix curves	69
Experimental and parametric study of a novel braced system to improve seismic performance	68
The effect of the gravity column in the seismic design of steel CBFs	68
Comparative study on failure mechanism of full-scale precast and cast-in-place beam-column joints based on acoustic emission technology	67
A novel method for optimizing energy absorption of tensegrities with multi- self-stress modes	65
Nonlinearity as a damage index for structural health monitoring using random decrement technique	64
Interfacial constitutive model of Fe-SMA-and-steel single-lap-shear bonded joints	63
Cyclic behaviour of circular CFT-SG columns under axial tension-compression: Novel FE modelling and design methods	62
Shear behavior of high-strength tie bar connectors embedded in UHPC	62
Time-dependent risk-targeted seismic design of RC moment-resisting frames under corrosive environment	61
Development of beam elements for nonlinear analysis of reinforced concrete frames subjected to fire	61
Experimental and theoretical studies on lateral behavior of prefabricated composite concrete-filled steel tubes truss column	61
Pseudo-dynamic test and numerical analyses of staggered truss framing systems	60
Effects of geometric characteristics of U-shaped flexural plates on their cyclic performance	60
From data processing to behavior monitoring: A comprehensive overview of dam health monitoring technology	58
Fragility analysis of a concrete gravity dam under mainshock-aftershock sequences	58
Flexural performance of UHPC sandwich panels with UHPC-filled stainless steel pipe shear connectors	58
The influence of internode geometry on the bearing capacity of parallel chord wood trusses	57
Research on the disaster prevention mechanism of mega-sub controlled structural system by vulnerability analysis	56
Investigating the efficiency and reliability of different lap-splice configurations in NSM BFRP rods for strengthening RC beams	56
Mechanical behavior of timber columns reinforced with high-performance bamboo-based composites and self-tapping screws under axial compression	56
Analytical solution for the longitudinal seismic response of a shield tunnel with isolation layers under incident shear waves	55
Transient response of delaminated composite curved beams subjected to a moving force	55
Physics-informed neural networks for displacement control of cable domes	54
Member control efficiency and shape control capability of a loaded cable dome	53
Behavior of cross-shaped stiffened concrete-filled steel tubular stub columns after fire exposure	53
Research on hysteretic performance prediction method of novel connection dampers for external wall panels based on the mining of temporal combination characteristics	53