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 2021-04-01 to 2025-04-01.)

Article	Citations
Evaluation of lap-splices in NSM FRP rods for retrofitting RC members	362
Performance of SRC unequal-depth beam-column irregular joint in NPP under progressive collapse	198
Seismic performance of coupled precast concrete wall panels connected by novel vertical bolted joints	184
Interaction between material and process parameters during 3D concrete extrusion process	183
Experimental investigation and analytical modeling of steel falsework systems	165
A 2D exact model by stretching-through-the-thickness a kinematic variable for the 3D exact analysis of laminated composite structures: Theory and applications	146
Integrating structural and seismic properties for enhanced seismic response prediction of building structures via artificial neural network	139
Early age bond-slip behavior of reinforcing steel bars in concrete subjected to uniaxial lateral pressure: An experimental study	123
Damage characteristic of concrete treated by environmental-friendly soundless chemical demolition method: Hole design parameters regulated demolition mechanism	105
Structural strengthening of reinforced concrete beams using ultra-high-performance concrete with various fiber volume fractions and layer thicknesses	94
Experimental and analytical assessment of strengthening of concrete cylinders using jute/basalt hybrid textile fiber reinforced mortar	93
Mechanical performance and strength prediction model of demountable RC columns with a novel bolts-flange connection	93
Research on early-age temperature action and effect of wet joints in steel-concrete composite girders	89
Structure reactions and train running safety on CFST arch bridges under different kinds of near-fault earthquakes	87
Enhancement of flexural and shear resistance in RC beams with BFRP-ECC composite strengthening system: static and impact load	84
A fuzzy computational framework for the train-bridge system based on Chebyshev polynomials method	83
The use of discrete element models for the seismic assessment of concrete gravity dams	80
Post-impact performance of round-ended CFST columns: Tests, numerical analysis and design	78
Evaluation of the flexural stiffness of a lattice girder composite slab at the construction stage according to the lattice girder shape	76
Mechanical properties and restoring force model of Squeezing Rub-type Particle Damper	76
Intelligent optimization of finite element model parameters for large-span bridges based on MA-INFO algorithm	75
Flexural performance of UHPC sandwich panels with UHPC-filled stainless steel pipe shear connectors	74
Shear strengthening effects of core-filling method for hollow-core slabs considering relative slip	73
Study of bond-slip performance of steel tube with UHPC based on acoustic emission parameter analysis	71
A stacking learning-based method for identifying the structural damage in structures	69

Experimental and numerical investigation on novel FRP tube-steel-concrete composite columns under transverse impact	68
Bayesian model averaging and Bayesian inference-based probabilistic inversion method for arch dam zonal material parameters	67
Isolation effectiveness of lead rubber bearing on low-medium-speed maglev vehicle-bridge system under earthquake	65
Compressive testing and numerical modelling of concrete-filled aluminium tubular stub columns after exposure to high temperatures	64
Experimental study on the seismic damage behavior of composite joints of concrete-filled steel tube column with blind bolts	64
Mechanical properties of wire arc additively manufactured steels at polar temperatures	63
Field pullout test and anchorage length calculation for external anchorage of GFRP anti-floating anchors	62
Experimental investigation on the cyclic behaviour of full-scale reinforced concrete columns under biaxial shear loading	62
Seismic isolation performance of layer-bonded scrap tire rubber pads for rural buildings	60
Tensile behaviour of a novel grouted sleeve splice for high-strength rebars	59
Study on the shear performance of GFRP ultra-long two-way connectors for precast concrete sandwich walls	58
Upgraded formulations for the onset of local mechanisms in multi-storey masonry buildings using limit analysis	58
Effect of design variation in behaviour and performance of Endplate-Type intermodular connection	56
Study on variable amplitude fatigue performance of CFRP reinforced glued laminated timber beam	56
Prediction of columns with GFRP bars through Artificial Neural Network and ABAQUS	54
Conservation and repair of a historical masonry ruin belonging to the Middle Byzantine Era: The case of ruined cistern unearthed in the Çobankale archeological site (Yalova, Turkey)	54
Shear strength degradation mechanism dependent on size increase in RC slender beams by using 3D Rigid-Body-Spring-Method	53
Simplified methodologies for assessing the out-of-plane two-way bending seismic response of unreinforced brick masonry walls: lessons from recent experimental studies	53
Seismic design method based on limit state for prefabricated RCS frames	52
The evolution of Indonesian seismic and concrete building codes: From the past to the present	51
Design and experimental study of a replaceable steel-UHPC composite bridge deck	50
P-Delta effects on nonlinear dynamic response of steel moment-resisting frame structures subjected to near-fault pulse-like ground motions	50
Experimental and analytical investigations of enhanced semi-rigid connections with dual pipe dampers	49
Equivalent damping ratio for mixed structures including the soil-structure interaction	49