OOIR: Observatory of International Research

Papers

(The H4-Index of Soil Dynamics and Earthquake Engineering is 37. 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 2020-11-01 to 2024-11-01.)

Article	Citations
Prediction of ground vibration induced by blasting operations through the use of the Bayesian Network and random forest models	146
Adaptive-passive tuned mass damper for structural aseismic protection including soil–structure interaction	99
Selection of optimal intensity measures for fragility assessment of circular tunnels in soft soil deposits	81
Machine learning-based seismic fragility and seismic vulnerability assessment of reinforced concrete structures	78
Performance of a nonlinear hybrid base isolation system under the ground motions	77
Experimental and numerical investigations on dynamic mechanical responses and failure process of gas-bearing coal under impact load	76
The advancement of seismic isolation and energy dissipation mechanisms based on friction	72
Experimental study on cyclic performance of steel-hollow core partially encased composite spliced frame beam	67
Seismic resilient design with base isolation device using friction pendulum bearing and viscous damper	61
Effects of spatial variability of weak layer and seismic randomness on rock slope stability and reliability analysis	61
Applicability analysis of high-speed railway system under the action of near-fault ground motion	59
Resilience assessment of tunnels: Framework and application for tunnels in alluvial deposits exposed to seismic hazard	59
Dynamic shear modulus and damping ratio of clay mixed with waste rubber using cyclic triaxial apparatus	58
Spatiotemporally explicit earthquake prediction using deep neural network	57
Near-fault pulse seismic ductility spectra for bridge columns based on machine learning	54
Seismic performance of pile group-structure system in liquefiable and non-liquefiable soil from large-scale shake table tests	53
Effects of activated carbon on liquefaction resistance of calcareous sand treated with microbially induced calcium carbonate precipitation	52
Explainable machine learning model for liquefaction potential assessment of soils using XGBoost-SHAP	50
Evaluation of a novel application of earthquake HVSR in site-specific amplification estimation	44
Seismic performance of a Low-Cost base isolation system for unreinforced brick Masonry buildings in developing countries	43
Comparative seismic fragility assessment of mid-rise steel buildings with non-buckling (BRB and SMA) braced frames and self-centering energy-absorbing dual rocking core system	43
Dynamic responses of frozen subgrade soil exposed to freeze-thaw cycles	43
Fractal damage and crack propagation in decoupled charge blasting	43
Seismic performance of a novel partial precast RC shear wall with reserved cast-in-place base and wall edges	42
Dynamic response of the multilayered half-space medium due to the spatially periodic harmonic moving load	41

Effect of ground motion characteristics on seismic fragility of subway station	41
Particle breakage evolution during cyclic triaxial shearing of a carbonate sand	40
Experimental study and numerical simulation on dynamic soil‐structure interaction under earthquake excitations	40
Failure mechanism of rock masses with complex geological conditions in a large underground cavern: A case study	40
Seismic performance of optimal Multi-Tuned Liquid Column Damper-Inerter (MTLCDI) applied to adjacent high-rise buildings	40
Assessment of lifetime seismic resilience of a long-span cable-stayed bridge exposed to structural corrosion	40
Comparison of tree-based machine learning algorithms for predicting liquefaction potential using canonical correlation forest, rotation forest, and random forest based on CPT data	39
Analytical fragility curves of shallow-founded structures subjected to Soil-Structure Interaction (SSI) effects	38
Sand-steel interface behaviour under large-displacement and cyclic shear	38
A novel PSO-KELM based soil liquefaction potential evaluation system using CPT and Vs measurements	38
Seismic response of SMA-based self-centering buckling-restrained braced frames under near-fault ground motions	37
Effect of the loading frequency on the sand liquefaction behaviour in cyclic triaxial tests	37