OOIR: Observatory of International Research

Papers

(The H4-Index of Soil Dynamics and Earthquake Engineering is 44. 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 2022-08-01 to 2026-08-01.)

Article	Citations
Editorial Board	263
Pseudo-static interaction domains for caisson foundations	144
Study on the propagation characteristics of seismic waves perpendicular to the earth-rock dam axis	120
Seismic performance evaluation of Y-shaped eccentric brace–high-strength steel frame structure based on remote collaborative hybrid test	117
Ageing-dependent, multi-hazard fragility of monopile-supported offshore wind turbines	113
Parameters of dynamic compaction based on model test	88
Study on the influence of unsymmetrical surcharge on adjacent pile foundations in a coastal soft soil area	86
Experimental study on the dynamic behavior of pile-anchor structures under impact loading of debris flow and rockfall	82
Centrifuge modeling-of-models investigation on earthquake-induced excess pore pressure behavior of silty sand	81
Seismic fragility assessment of the innovative and optimal box-shaped dampers in steel frame structures	77
Study on three-dimensional penetration mechanism of snowflake pile	74
A novel nonlinear model for liquefaction potential assessment of stone column-improved ground incorporating multiple factors	72
Three-dimensional seismic environment effects on bridge fragility	70
Soil-structure interaction effects on out-of-plane seismic response and damage of masonry buildings with shallow foundations	68
Seismic resilience assessment of mountain tunnels considering ancillary structures	67
Initial cyclic shear strain-based pore pressure generation model of saturated sands under cyclic stress loading	63
Seepage effect on caisson-soil interface cyclic shearing: Testing and Modeling	62
Inferring apparent Newtonian viscosities of liquefied soils from physical models – Analysis using computational fluid dynamics	61
Post-earthquake seismic assessment of residential buildings following Sarpol-e Zahab (Iran) earthquake (Mw7.3) – Part 2: Seismic vulnerability curves using quantitative damage index	60
Analysis of lateral dynamic responses of end-bearing friction pipe pile considering the second-order effect	58
Effects of crest improvement on the seismic stability of small earth dams	55
Response analysis of single pile embedded in saturated sand under bidirectional cyclic loading	55
Effects of liquefiable soil spatial distribution on seismic dynamic response of two-story subway stations	55
Deformation-amplified slope-friction self-centering braces for energy dissipation enhancement: Development and validation	55
Energy piles thermo-mechanical response to cyclic loading under varying temperature gradients	55

Experimental studies on the dynamic behaviors of Kunming highly decomposed peat soils	52
Effect of water table on the behaviour of retaining walls and adjacent structures during earthquake loading	52
Simulation of near-field pulse-like ground motions using a correlated bimodal fractional stochastic model	51
Probabilistic assessment of seismic earth pressure against backfills with a nonlinear failure criterion	51
Validation of strain/energy-based pore pressure model in one-dimensional response analyses using centrifuge tests	50
Probabilistic prediction of post-earthquake rubble range for RC frame structures	50
Seismic fragility assessment of an in-service piled bridge abutment subjected to a liquefaction-induced lateral spreading and mitigation strategy	49
Seismic fluid-structure interaction in aqueducts: Interface tracking and unsteady mesh motion	49
Robustness analysis of HVSR-derived soil fundamental frequency estimates in an urban seismic network	49
Influence of fines content and initial static shear on the cyclic liquefaction behavior of silty sands: A DEM study	49
Understanding fabric evolution and multiple liquefaction resistance of sands in the presence of initial static shear stress	48
Investigating the effects of structural parameters on seismic aggravation of two-dimensional sedimentary valleys	48
Knowledge structure and research progress in earthquake-induced liquefaction assessment from 2000 to 2023: A scientometric analysis incorporating domain knowledge	48
Shear rate effect on clay-structure interface strength properties in various interface boundary conditions	46
Dynamic response and energy evolution of sandstone under combined dynamic and static loading	46
Excess pore water pressure generation in saturated sandy soils subjected to various cyclic stress paths	46
Influence of spatial distribution of fine sand layers on the mechanical behavior of coral reef sand	44
Research on interaction relationship and seismic performance efficiency of corrugated steel-plate composite shear wall	44
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	44
Assessment of the seismic overpressure in flat bottom steel silos based on advanced FE modelling approach	44