OOIR: Observatory of International Research

Papers

(The H4-Index of Soil Dynamics and Earthquake Engineering is 39. 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 2021-09-01 to 2025-09-01.)

Article	Citations
Editorial Board	183
Seismic performance evaluation of Y-shaped eccentric brace–high-strength steel frame structure based on remote collaborative hybrid test	142
Research on interaction relationship and seismic performance efficiency of corrugated steel-plate composite shear wall	101
Pseudo-static interaction domains for caisson foundations	100
Seismic fragility assessment of the innovative and optimal box-shaped dampers in steel frame structures	89
Initial cyclic shear strain-based pore pressure generation model of saturated sands under cyclic stress loading	77
Comparison of a tailings material and a natural sand in seismic site response analyses	75
Probabilistic prediction of post-earthquake rubble range for RC frame structures	65
Scaling of earthquake ground motions for tri-directional nonlinear response history analyses of reinforced concrete rectangular bridge piers	65
Seismic performance of short precast bridge columns with grouted splice sleeve (GSS) connectors for shear study: Quasi-static cyclic test and analytical estimation	65
Cumulative effects of cyclic train loading on strains in reinforced soils around tunnels	61
Study on the influence of unsymmetrical surcharge on adjacent pile foundations in a coastal soft soil area	60
Numerical investigations on influences of tunnel differential settlement on saturated poroelastic ground vibrations and lining forces induced by metro train	60
Horizontal dynamic response of partially embedded single pile in unsaturated soil under combined loads	54
In-plane and out-of-plane nonlinear seismic response of masonry infills for hospitals retrofitted with hysteretic damped braces	53
Experimental and analytical investigation on the lateral response of ball rubber bearing isolators	52
Investigating the effects of structural parameters on seismic aggravation of two-dimensional sedimentary valleys	49
Wave-focusing to subsurface targets using a switching time-reversal mirror	49
Post-earthquake seismic assessment of residential buildings following Sarpol-e Zahab (Iran) earthquake (Mw7.3) – Part 2: Seismic vulnerability curves using quantitative damage index	48
Investigation of reasonable shock absorption of asymmetric long-span suspension bridges considering force differences	47
An accuracy-improved approach to establish design response spectra for wind turbines	47
Soil-structure interaction effects on out-of-plane seismic response and damage of masonry buildings with shallow foundations	46
Seismic fragility assessment of an in-service piled bridge abutment subjected to a liquefaction-induced lateral spreading and mitigation strategy	45
Analysis of lateral dynamic responses of end-bearing friction pipe pile considering the second-order effect	45
Study on the propagation characteristics of seismic waves perpendicular to the earth-rock dam axis	45

Optimal sliding force characteristics of friction dampers for seismic response control of building structures considering sway-rocking motion	44
Three-dimensional train–track–bridge coupled dynamics model based on the explicit finite element method	44
Centrifuge modeling-of-models investigation on earthquake-induced excess pore pressure behavior of silty sand	44
Experimental and numerical investigation of the seismic behavior of reinforced concrete frames with restricted ductility	44
Deformational properties of Tianjin soft clay under different cyclic loading modes	43
Seepage effect on caisson-soil interface cyclic shearing: Testing and Modeling	42
Relationship between the diameter variation rate of prefabricated segmental tunnels and performance targets	42
Effect of water table on the behaviour of retaining walls and adjacent structures during earthquake loading	42
Effect of stress-induced anisotropy on shear modulus response of compacted coal ash under small-strain dynamic loading conditions	41
Effect of size and strain rate on particle strength and stress–strain properties of rockfill materials	40
Validation of strain/energy-based pore pressure model in one-dimensional response analyses using centrifuge tests	40
Multi-drive level Vibroseis test to evaluate the non-linear response of soft soils	39
Knowledge structure and research progress in earthquake-induced liquefaction assessment from 2000 to 2023: A scientometric analysis incorporating domain knowledge	39
Response analysis of single pile embedded in saturated sand under bidirectional cyclic loading	39