OOIR: Observatory of International Research

Papers

(The H4-Index of Soil Dynamics and Earthquake Engineering is 42. 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 2022-05-01 to 2026-05-01.)

Article	Citations
Editorial Board	246
Pseudo-static interaction domains for caisson foundations	157
Effects of crest improvement on the seismic stability of small earth dams	133
Effect of stress-induced anisotropy on shear modulus response of compacted coal ash under small-strain dynamic loading conditions	114
Study on the propagation characteristics of seismic waves perpendicular to the earth-rock dam axis	107
Knowledge structure and research progress in earthquake-induced liquefaction assessment from 2000 to 2023: A scientometric analysis incorporating domain knowledge	104
Seismic performance evaluation of Y-shaped eccentric brace–high-strength steel frame structure based on remote collaborative hybrid test	83
Ageing-dependent, multi-hazard fragility of monopile-supported offshore wind turbines	82
Wave-focusing to subsurface targets using a switching time-reversal mirror	81
Relationship between the diameter variation rate of prefabricated segmental tunnels and performance targets	80
Mechanical properties and safety analysis of rack railways under seismic loads with different connection methods	69
Research on interaction relationship and seismic performance efficiency of corrugated steel-plate composite shear wall	69
Rapid seismic-damage assessment method for buildings on a regional scale based on spectrum-compatible data augmentation and deep learning	69
Shear rate effect on clay-structure interface strength properties in various interface boundary conditions	66
Macroscopic and mesoscopic dynamic performance of prefabricated polyurethane cured ballasted track-vehicle coupling system under cross-fault seismic loading	65
Parameters of dynamic compaction based on model test	63
Horizontal dynamic response of partially embedded single pile in unsaturated soil under combined loads	59
Cumulative effects of cyclic train loading on strains in reinforced soils around tunnels	57
Effect of size and strain rate on particle strength and stress–strain properties of rockfill materials	56
Study on the influence of unsymmetrical surcharge on adjacent pile foundations in a coastal soft soil area	56
Experimental study on the dynamic behavior of pile-anchor structures under impact loading of debris flow and rockfall	54
Dynamic response and energy evolution of sandstone under combined dynamic and static loading	54
Seismic performance of short precast bridge columns with grouted splice sleeve (GSS) connectors for shear study: Quasi-static cyclic test and analytical estimation	53
Dynamic behavior and deformation mechanisms of sand-silt stratified soil under intermittent cyclic loading	50
Centrifuge modeling-of-models investigation on earthquake-induced excess pore pressure behavior of silty sand	50

Seismic fragility assessment of the innovative and optimal box-shaped dampers in steel frame structures	49
Robustness analysis of HVSR-derived soil fundamental frequency estimates in an urban seismic network	48
Understanding fabric evolution and multiple liquefaction resistance of sands in the presence of initial static shear stress	48
Study on three-dimensional penetration mechanism of snowflake pile	47
Seismic fragility assessment of an in-service piled bridge abutment subjected to a liquefaction-induced lateral spreading and mitigation strategy	47
Three-dimensional seismic environment effects on bridge fragility	46
Seismic resilience assessment of mountain tunnels considering ancillary structures	46
Soil-structure interaction effects on out-of-plane seismic response and damage of masonry buildings with shallow foundations	46
A novel nonlinear model for liquefaction potential assessment of stone column-improved ground incorporating multiple factors	46
Initial cyclic shear strain-based pore pressure generation model of saturated sands under cyclic stress loading	45
Seismic-induced vibration control of a multi-story building with double tuned mass dampers considering soil-structure interaction	45
Energy piles thermo-mechanical response to cyclic loading under varying temperature gradients	45
Pounding induced overturning resistance of FPB-isolated structures considering soil-structure-interactions	44
Seepage effect on caisson-soil interface cyclic shearing: Testing and Modeling	44
A comparative shaking table model study on the ground motion amplification effects of calcareous sand and quartz sand	43
Influence of sloping ground conditions on cyclic liquefaction behavior of sand under simple shear loading	43
An accuracy-improved approach to establish design response spectra for wind turbines	43
Scaling of earthquake ground motions for tri-directional nonlinear response history analyses of reinforced concrete rectangular bridge piers	42
Effect of water table on the behaviour of retaining walls and adjacent structures during earthquake loading	42