OOIR: Observatory of International Research

Papers

(The H4-Index of Soil Dynamics and Earthquake Engineering is 38. 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 2021-08-01 to 2025-08-01.)

Article	Citations
Editorial Board	178
Seismic performance evaluation of Y-shaped eccentric brace–high-strength steel frame structure based on remote collaborative hybrid test	138
Probabilistic assessment of seismic earth pressure against backfills with a nonlinear failure criterion	98
Research on interaction relationship and seismic performance efficiency of corrugated steel-plate composite shear wall	95
Pseudo-static interaction domains for caisson foundations	85
Seismic fragility assessment of the innovative and optimal box-shaped dampers in steel frame structures	76
Initial cyclic shear strain-based pore pressure generation model of saturated sands under cyclic stress loading	75
Comparison of a tailings material and a natural sand in seismic site response analyses	63
Probabilistic prediction of post-earthquake rubble range for RC frame structures	62
Seismic performance of short precast bridge columns with grouted splice sleeve (GSS) connectors for shear study: Quasi-static cyclic test and analytical estimation	61
Scaling of earthquake ground motions for tri-directional nonlinear response history analyses of reinforced concrete rectangular bridge piers	60
Cumulative effects of cyclic train loading on strains in reinforced soils around tunnels	60
Numerical investigations on influences of tunnel differential settlement on saturated poroelastic ground vibrations and lining forces induced by metro train	59
Study on the influence of unsymmetrical surcharge on adjacent pile foundations in a coastal soft soil area	54
Horizontal dynamic response of partially embedded single pile in unsaturated soil under combined loads	52
In-plane and out-of-plane nonlinear seismic response of masonry infills for hospitals retrofitted with hysteretic damped braces	52
Experimental and analytical investigation on the lateral response of ball rubber bearing isolators	51
Investigating the effects of structural parameters on seismic aggravation of two-dimensional sedimentary valleys	48
Wave-focusing to subsurface targets using a switching time-reversal mirror	48
Post-earthquake seismic assessment of residential buildings following Sarpol-e Zahab (Iran) earthquake (Mw7.3) – Part 2: Seismic vulnerability curves using quantitative damage index	46
Investigation of reasonable shock absorption of asymmetric long-span suspension bridges considering force differences	46
An accuracy-improved approach to establish design response spectra for wind turbines	46
Soil-structure interaction effects on out-of-plane seismic response and damage of masonry buildings with shallow foundations	45
Analysis of lateral dynamic responses of end-bearing friction pipe pile considering the second-order effect	44
Study on the propagation characteristics of seismic waves perpendicular to the earth-rock dam axis	44

Understanding fabric evolution and multiple liquefaction resistance of sands in the presence of initial static shear stress	43
Shear rate effect on clay-structure interface strength properties in various interface boundary conditions	43
Dynamic response and energy evolution of sandstone under combined dynamic and static loading	43
Nonlinear damping baffle-isolated tuned liquid damper for vibration control	43
Experimental and numerical investigation of the seismic behavior of reinforced concrete frames with restricted ductility	42
Seismic fragility assessment of an in-service piled bridge abutment subjected to a liquefaction-induced lateral spreading and mitigation strategy	42
Three-dimensional train–track–bridge coupled dynamics model based on the explicit finite element method	42
Shaking-table tests on seismic behavior of subway station intersecting the ground fissure	42
The deformation characteristics of a kaolin clay under intermittent cyclic loadings	42
Optimal sliding force characteristics of friction dampers for seismic response control of building structures considering sway-rocking motion	41
Excess pore water pressure generation in saturated sandy soils subjected to various cyclic stress paths	40
Influence of spatial distribution of fine sand layers on the mechanical behavior of coral reef sand	38
Assessment of the seismic overpressure in flat bottom steel silos based on advanced FE modelling approach	38
Seismic-induced vibration control of a multi-story building with double tuned mass dampers considering soil-structure interaction	38
Centrifuge modeling-of-models investigation on earthquake-induced excess pore pressure behavior of silty sand	38
Deformational properties of Tianjin soft clay under different cyclic loading modes	38