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 2021-08-01 to 2025-08-01.)

Article	Citations
Android application of rapid visual screening for buildings in Indian context	429
A new counterweight design method for shaking table test models of single-layer spherical latticed shells	259
A method of calculating cable change parameters for cableway bridges	213
A quadratic approximation for volume minimization topology optimization	193
Structural behaviors of steel fiber-reinforced concrete-filled geotextile tube stub columns under axial compression	179
Tensile behavior of parallel threaded couplers for reinforcements by natural cooling after elevated temperatures	143
Seismic behaviour of post-earthquake composite frame structures with different damage levels	136
A general framework for constructing the feasibility-constraint function of lamination parameters in optimization	122
Macro-meso failure characteristics of corn straw biomass integrated material columns with different integration methods under axial compression	115
Simplified design method of pounding-unseating-prevention device for LRB isolated continuous girder bridge	105
Velocity-pressure admittance for structural analysis of large cooling towers against strong winds	97
Probabilistic fatigue life assessment of steel rail-bridge in dual response surface framework	94
Experimental and numerical studies on pullout behavior of embedded parts with studs for steel-plate concrete structures	93
Corrigendum to “The cyclic behavior of butterfly-shaped Link Steel Plate Shear Walls with and without Buckling-restrainers” [Structures 27 (2020) 607–625]	93
Analysis of full-scale precast post-tension (FPP) girder for straddle monorail – Experimental and FEA study	92
A numerical study on the seismic design of buildings seated over an RSM layer	90
Experimental study on monotonic, cyclic mechanics and fatigue performance of pressed cone sleeve splices	90
Geometrical and material optimization of the functionally graded doubly-curved shell by metaheuristic optimization algorithms	88
Automated prediction and design of PBL connectors using physics-integrated explainable machine learning and user-friendly web API	88
Effects of steel fiber grout on the mechanical performance and failure characteristics of fully grouted bolts	88
Linear buckling behavior of longitudinally singly- and multi-stiffened steel plates under normal and shear stresses	88
Effect of profile shapes on the behaviour of web tapered i-beams under the effect of lateral torsional buckling	81
A 2D exact model by stretching-through-the-thickness a kinematic variable for the 3D exact analysis of laminated composite structures: Theory and applications	80
Calibrating equations to predict the compressive strength of FRP-Confined columns using optimized neural network model	71
Experimental study and numerical simulation analysis of the Bolted-Welded hybrid connection joint of steel frame under fire	70

Prediction of modulus of elasticity of UHPC using maximum likelihood estimation method	70
Advanced corrective training strategy for surrogating complex hysteretic behavior	69
Effect of different configurations of end stirrups on the seismic performance of RC columns	68
Seismic upgrading of infilled RC frames having low concrete strength using engineered composites under cyclic and axial loading	67
Residual behaviour of corroded reinforcements after high temperature exposure	64
Effects of cladding ratio on shear resistance of stainless–clad bimetallic steel plate girder: Numerical analyses and design recommendations	63
Linear 3D piezo-elasticity theory for static and free vibration analysis of piezoelectric/GOP/CNTs panels submerged in fluid	62
Vibration serviceability of suspended floor: Full-scale experimental study and assessment	61
Shape optimization of the cylindrical shell with three types of directrix curves	60
Damage identification of large-scale space truss structures based on stiffness separation method	60
Three-dimensional meso-scale modelling of geopolymer-based ultra-high performance concrete (G-UHPC) with ceramic ball coarse aggregates under projectile impact	60
Comparative study on failure mechanism of full-scale precast and cast-in-place beam-column joints based on acoustic emission technology	59
Experimental and parametric study of a novel braced system to improve seismic performance	59
The single-loop Kriging model combined with Bayes’ formula for time-dependent failure probability based global sensitivity	59
The effect of the gravity column in the seismic design of steel CBFs	59
A novel method for optimizing energy absorption of tensegrities with multi- self-stress modes	58
Nonlinearity as a damage index for structural health monitoring using random decrement technique	58
Interfacial constitutive model of Fe-SMA-and-steel single-lap-shear bonded joints	57
Static performance of welded hollow spherical bolted joint with H-beams	56
Development of beam elements for nonlinear analysis of reinforced concrete frames subjected to fire	56
Shear behavior of high-strength tie bar connectors embedded in UHPC	56
Cyclic behaviour of circular CFT-SG columns under axial tension-compression: Novel FE modelling and design methods	56
Seismic fragilities of Indian Standard Code designed ductile reinforced concrete frames with consideration of nonlinear soil–structure interaction	55
Time-dependent risk-targeted seismic design of RC moment-resisting frames under corrosive environment	55
Experimental and theoretical studies on lateral behavior of prefabricated composite concrete-filled steel tubes truss column	53
Resistant performance of cold-formed Q1100 ultra-high strength steel angle- and channel-section stub columns	53
Simulation analysis of flow field and vortex-induced vibration characteristics of submarine cable under single/parallel-laying mode	53
Experimental and numerical studies on strong-axis and weak-axis bending performance of H-shaped prestressed UHPC members	53