OOIR: Observatory of International Research

Papers

(The H4-Index of Soil Dynamics and Earthquake Engineering is 36. 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 2021-03-01 to 2025-03-01.)

Article	Citations
Analysis of the importance coefficient of offshore bridges under earthquakes based on seismic fragility and incremental dynamic analysis	108
Application of innovative multi-directional laminar shear box to evaluate seismic soil – Pile foundation – Nuclear power plant interaction	106
Interface boundary technique of hybrid test for seismic ground response analysis	92
Centrifuge test study on the influence mechanism of anchor cable installation on the seismic response of pile‒anchor structures	87
Corrigendum to ‘Life-cycle seismic fragility and resilience assessment of aging bridges using the endurance time method’. [Soil Dynam Earthq Eng 164 (2023) 107524]	80
Advanced seismic retrofitting with high-mass-ratio Tuned Mass Dampers	78
Discussion on “Modelling efficiency of fluid viscous dampers positioning for increasing tall buildings' Resilience to earthquakes induced structural vibrations” by Sharma et al., Soil Dynamics and Ear	78
Nonlinear ground acceleration tracking mechanism for seismic control of high-rise buildings considering soil-structure interaction	75
An experimental evaluation of helical piles as a liquefaction-induced building settlement mitigation measure	71
Seismic evaluation of helical soil-nailed walls using shaking table testing	69
Large-scale shake table testing of pile group-bridge model in inclined liquefiable soils with overlying crusts	64
Assessment of existing Vs-Lab correlations regarding Eastern Canadian clays	58
Efficient simulation of stochastic seismic response of long-span bridges in river valleys using hybrid BEM-FEM	57
Improved computational methods for probabilistic liquefaction hazard analysis	52
Test and simulation on tall reinforced concrete bridge bents with shear links as structural fuses components	51
Influence of facing conditions on the dynamic response of back-to-back MSE walls	48
Field testing study on jacked pile penetration characteristics in laminated clay based on FBG sensing technology	47
Dynamic characteristics of deposit slope under coupled action of earthquake and rainfall	47
A comprehensive numerical analysis of EQ-induced lateral earth pressure on structures basement walls	45
Seismic performance of a novel partly precast RC shear wall with double precast edge members and a central T-shape CIP member	44
Dynamic response of a transversely isotropic and multilayered poroelastic medium subjected to a moving load	43
Pore water pressure generation and sensitivity aspects for pile dynamics and capacity loss: CPTu records and case studies	42
Assessment of the seismic overpressure in flat bottom steel silos based on advanced FE modelling approach	42
Dynamic response of undisturbed loess slope based on dynamic centrifugal testing	41
Initial cyclic shear strain-based pore pressure generation model of saturated sands under cyclic stress loading	41

Life-cycle seismic fragility and resilience assessment of aging bridges using the endurance time method	41
Stiffness and damping properties of railway ballast aggregate considering influence of degradation of aggregate and incorporation of crumb rubber	40
Editorial Board	40
On the determination of cyclic shear stress for soil liquefaction triggering in centrifuge model test	40
Lifetime response of a liquefiable soil foundation-embankment system subjected to sequences of mainshocks and aftershocks	39
Elastodynamic wave propagation modelling in geological structures considering fully-adaptive explicit time-marching procedures	38
Study on dynamic shear properties of sulfate saline soil- geotextile interface with different salt content	38
Numerical investigation and estimation of active earth thrust on gravity retaining walls under seismic excitation	38
Relative stability analysis for robustness design of real-time hybrid simulation	37
Assessment of the seismic failure of reinforced concrete structures considering the directional effects of ground motions	37
In-plane and out-of-plane nonlinear seismic response of masonry infills for hospitals retrofitted with hysteretic damped braces	36
A new machine learning approach for estimating shear wave velocity profile using borelog data	36