OOIR: Observatory of International Research

Papers

(The H4-Index of Earthquake Engineering & Structural Dynamics is 27. 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 2020-04-01 to 2024-04-01.)

Article	Citations
Seismic performance of bridges with novel SMA cable‐restrained high damping rubber bearings against near‐fault ground motions	68
A deep learning approach to rapid regional post‐event seismic damage assessment using time‐frequency distributions of ground motions	68
Optimal DCFP bearing properties and seismic performance assessment in nondimensional form for isolated bridges	68
Experimental seismic performance assessment and numerical modelling of nonlinear inerter vibration absorber (IVA)‐equipped base isolated structures tested on shaking table	53
Performance of geotechnical seismic isolation system using rubber‐soil mixtures in centrifuge testing	52
Data‐driven rapid damage evaluation for life‐cycle seismic assessment of regional reinforced concrete bridges	50
A procedure for 3D simulation of seismic wave propagation considering source‐path‐site effects: Theory, verification and application	49
A three‐dimensional macroelement for modelling the in‐plane and out‐of‐plane response of masonry walls	49
Fragility and risk assessment of freestanding building contents	43
Reinforced moment‐resisting glulam bolted connection with coupled long steel rod with screwheads for modern timber frame structures	42
Large‐scale field testing of geotechnical seismic isolation of structures using gravel‐rubber mixtures	42
A new effective stress method for nonlinear site response analyses	38
Tuned inerter dampers with linear hysteretic damping	37
Shake table testing of a rocking podium: Results of a blind prediction contest	37
Intelligent structural design of shear wall residence using physics‐enhanced generative adversarial networks	35
Seismic robustness of self‐centering braced frames suffering tendon failure	33
Shake‐table test of a two‐storey low‐damage concrete wall building	33
Integral abutment bridges: Investigation of seismic soil‐structure interaction effects by shaking table testing	32
Reproducing ground response using in‐situ soil dynamic parameters	32
Seismic performance of dual systems coupling moment‐resisting and buckling‐restrained braced frames	32
Hysteretic energy‐based state‐dependent fragility for ground‐motion sequences	31
Seismic damage accumulation in multiple mainshock–aftershock sequences	31
Seismic reliability of structures equipped with LIR‐DCFP bearings in terms of superstructure ductility and isolator displacement	31
Seismic performance assessment of a multispan continuous isolated highway bridge with superelastic shape memory alloy reinforced piers and restraining devices	31
Hybrid simulation: An early history	30

Machine‐learning‐enhanced tail end prediction of structural response statistics in earthquake engineering	27
Physics‐based probabilistic seismic hazard and loss assessment in large urban areas: A simplified application to Istanbul	27
Application of open tools and datasets to probabilistic modeling of road traffic disruptions due to earthquake damage	27