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 2021-10-01 to 2025-10-01.)

Article	Citations
Editorial Board	194
Seismic performance evaluation of Y-shaped eccentric brace–high-strength steel frame structure based on remote collaborative hybrid test	146
Research on interaction relationship and seismic performance efficiency of corrugated steel-plate composite shear wall	110
Pseudo-static interaction domains for caisson foundations	103
Numerical study on dynamic response of submerged tunnel subjected to underwater explosion	92
Nonlinear damping baffle-isolated tuned liquid damper for vibration control	80
The deformation characteristics of a kaolin clay under intermittent cyclic loadings	75
Post-earthquake seismic assessment of residential buildings following Sarpol-e Zahab (Iran) earthquake (Mw7.3) – Part 2: Seismic vulnerability curves using quantitative damage index	68
An advanced assessment framework for seismic resilience of railway continuous girder bridge with multiple spans considering 72h golden rescue requirements	67
Influence of spatial distribution of fine sand layers on the mechanical behavior of coral reef sand	66
Pounding induced overturning resistance of FPB-isolated structures considering soil-structure-interactions	65
Macroscopic and mesoscopic dynamic performance of prefabricated polyurethane cured ballasted track-vehicle coupling system under cross-fault seismic loading	64
Laboratory tests on the traffic-induced cyclic behavior of anisotropically overconsolidated clay under different drainage conditions	60
Dynamic response and energy evolution of sandstone under combined dynamic and static loading	59
Investigating the effects of structural parameters on seismic aggravation of two-dimensional sedimentary valleys	56
Seepage effect on caisson-soil interface cyclic shearing: Testing and Modeling	53
Dynamic behavior and deformation mechanisms of sand-silt stratified soil under intermittent cyclic loading	53
Simulation of near-field pulse-like ground motions using a correlated bimodal fractional stochastic model	51
Excess pore water pressure generation in saturated sandy soils subjected to various cyclic stress paths	50
Analytical solution for seismic response of tunnels with composite linings in elastic ground subjected to Rayleigh waves	49
Comparison of a tailings material and a natural sand in seismic site response analyses	48
Probabilistic prediction of post-earthquake rubble range for RC frame structures	48
Numerical investigations on influences of tunnel differential settlement on saturated poroelastic ground vibrations and lining forces induced by metro train	46
Study on the influence of unsymmetrical surcharge on adjacent pile foundations in a coastal soft soil area	46
Scaling of earthquake ground motions for tri-directional nonlinear response history analyses of reinforced concrete rectangular bridge piers	46

Wave-focusing to subsurface targets using a switching time-reversal mirror	45
Experimental and analytical investigation on the lateral response of ball rubber bearing isolators	45
An accuracy-improved approach to establish design response spectra for wind turbines	44
Study on the propagation characteristics of seismic waves perpendicular to the earth-rock dam axis	43
Investigation of reasonable shock absorption of asymmetric long-span suspension bridges considering force differences	43
Centrifuge modeling-of-models investigation on earthquake-induced excess pore pressure behavior of silty sand	42
Optimal sliding force characteristics of friction dampers for seismic response control of building structures considering sway-rocking motion	42
Experimental and numerical investigation of the seismic behavior of reinforced concrete frames with restricted ductility	42
Relationship between the diameter variation rate of prefabricated segmental tunnels and performance targets	41
Deformational properties of Tianjin soft clay under different cyclic loading modes	41
Validation of strain/energy-based pore pressure model in one-dimensional response analyses using centrifuge tests	41
Study on three-dimensional penetration mechanism of snowflake pile	40
Experimental study on the dynamic behavior of pile-anchor structures under impact loading of debris flow and rockfall	40
Effect of size and strain rate on particle strength and stress–strain properties of rockfill materials	40
Probabilistic assessment of seismic earth pressure against backfills with a nonlinear failure criterion	39