OOIR: Observatory of International Research

Papers

(The H4-Index of Soil Dynamics and Earthquake Engineering is 43. 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 2022-06-01 to 2026-06-01.)

Article	Citations
Editorial Board	251
Pseudo-static interaction domains for caisson foundations	158
Effect of stress-induced anisotropy on shear modulus response of compacted coal ash under small-strain dynamic loading conditions	135
Study on the propagation characteristics of seismic waves perpendicular to the earth-rock dam axis	116
Seismic performance evaluation of Y-shaped eccentric brace–high-strength steel frame structure based on remote collaborative hybrid test	110
Ageing-dependent, multi-hazard fragility of monopile-supported offshore wind turbines	105
Wave-focusing to subsurface targets using a switching time-reversal mirror	85
Relationship between the diameter variation rate of prefabricated segmental tunnels and performance targets	83
Shear rate effect on clay-structure interface strength properties in various interface boundary conditions	81
Mechanical properties and safety analysis of rack railways under seismic loads with different connection methods	81
Parameters of dynamic compaction based on model test	71
Cumulative effects of cyclic train loading on strains in reinforced soils around tunnels	70
Study on the influence of unsymmetrical surcharge on adjacent pile foundations in a coastal soft soil area	69
Experimental study on the dynamic behavior of pile-anchor structures under impact loading of debris flow and rockfall	69
Seismic performance of short precast bridge columns with grouted splice sleeve (GSS) connectors for shear study: Quasi-static cyclic test and analytical estimation	67
Centrifuge modeling-of-models investigation on earthquake-induced excess pore pressure behavior of silty sand	63
Seismic fragility assessment of the innovative and optimal box-shaped dampers in steel frame structures	60
Dynamic behavior and deformation mechanisms of sand-silt stratified soil under intermittent cyclic loading	60
Study on three-dimensional penetration mechanism of snowflake pile	58
A novel nonlinear model for liquefaction potential assessment of stone column-improved ground incorporating multiple factors	57
Soil-structure interaction effects on out-of-plane seismic response and damage of masonry buildings with shallow foundations	55
Three-dimensional seismic environment effects on bridge fragility	55
Initial cyclic shear strain-based pore pressure generation model of saturated sands under cyclic stress loading	54
Seismic resilience assessment of mountain tunnels considering ancillary structures	54
Seepage effect on caisson-soil interface cyclic shearing: Testing and Modeling	50

Pounding induced overturning resistance of FPB-isolated structures considering soil-structure-interactions	50
An accuracy-improved approach to establish design response spectra for wind turbines	49
Influence of sloping ground conditions on cyclic liquefaction behavior of sand under simple shear loading	49
Scaling of earthquake ground motions for tri-directional nonlinear response history analyses of reinforced concrete rectangular bridge piers	49
Experimental studies on the dynamic behaviors of Kunming highly decomposed peat soils	48
Simulation of near-field pulse-like ground motions using a correlated bimodal fractional stochastic model	48
Effect of water table on the behaviour of retaining walls and adjacent structures during earthquake loading	48
Comparison of a tailings material and a natural sand in seismic site response analyses	47
Probabilistic assessment of seismic earth pressure against backfills with a nonlinear failure criterion	47
Influence of spatial distribution of fine sand layers on the mechanical behavior of coral reef sand	46
Probabilistic prediction of post-earthquake rubble range for RC frame structures	46
Study on the influence of wide range pre-shear strain and pre-shear direction on the cyclic dynamic characteristics of sand using discrete element method	46
Optimizing seismic performance of self-centering precast concrete bridge columns reinforced with steel and hybrid Steel-BFRP Reinforcement: A parametric study	46
Theoretical insights into tunnel portal dynamics: effects of SV waves on seismic partitioning and structural strain	45
Dynamic response and energy evolution of sandstone under combined dynamic and static loading	45
Validation of strain/energy-based pore pressure model in one-dimensional response analyses using centrifuge tests	45
Seismic fragility assessment of an in-service piled bridge abutment subjected to a liquefaction-induced lateral spreading and mitigation strategy	44
Robustness analysis of HVSR-derived soil fundamental frequency estimates in an urban seismic network	43
Rapid evaluation of post-earthquake track irregularity and running safety threshold of railway track-bridge systems	43