Earthquake Engineering & Structural Dynamics

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 2020-07-01 to 2024-07-01.)
ArticleCitations
A deep learning approach to rapid regional post‐event seismic damage assessment using time‐frequency distributions of ground motions82
Seismic performance of bridges with novel SMA cable‐restrained high damping rubber bearings against near‐fault ground motions77
Optimal DCFP bearing properties and seismic performance assessment in nondimensional form for isolated bridges72
Experimental seismic performance assessment and numerical modelling of nonlinear inerter vibration absorber (IVA)‐equipped base isolated structures tested on shaking table59
Performance of geotechnical seismic isolation system using rubber‐soil mixtures in centrifuge testing57
Data‐driven rapid damage evaluation for life‐cycle seismic assessment of regional reinforced concrete bridges56
A procedure for 3D simulation of seismic wave propagation considering source‐path‐site effects: Theory, verification and application56
Reinforced moment‐resisting glulam bolted connection with coupled long steel rod with screwheads for modern timber frame structures53
A three‐dimensional macroelement for modelling the in‐plane and out‐of‐plane response of masonry walls50
A new effective stress method for nonlinear site response analyses48
Large‐scale field testing of geotechnical seismic isolation of structures using gravel‐rubber mixtures47
Intelligent structural design of shear wall residence using physics‐enhanced generative adversarial networks45
Seismic reliability of structures equipped with LIR‐DCFP bearings in terms of superstructure ductility and isolator displacement40
Tuned inerter dampers with linear hysteretic damping39
Shake table testing of a rocking podium: Results of a blind prediction contest39
Seismic performance of Eurocode‐compliant ductile steel MRFs36
Seismic robustness of self‐centering braced frames suffering tendon failure36
Shake‐table test of a two‐storey low‐damage concrete wall building35
Integral abutment bridges: Investigation of seismic soil‐structure interaction effects by shaking table testing34
Seismic performance of dual systems coupling moment‐resisting and buckling‐restrained braced frames34
Interstory drift ratio associated with performance objectives for shallow‐buried multistory and span subway stations in inhomogeneous soil profiles33
Seismic performance assessment of a multispan continuous isolated highway bridge with superelastic shape memory alloy reinforced piers and restraining devices33
Hysteretic energy‐based state‐dependent fragility for ground‐motion sequences33
Reproducing ground response using in‐situ soil dynamic parameters33
Machine‐learning‐enhanced tail end prediction of structural response statistics in earthquake engineering30
Life‐cycle benefits estimation for hybrid seismic‐resistant self‐centering braced frames28
Seismic fragility assessment of masonry building aggregates: A case study in the old city Centre of Seixal, Portugal28
Experimental and numerical investigations on seismic behavior of stiffened corrugated steel plate shear walls27
Seismic evaluation of friction spring‐based self‐centering braced frames based on life‐cycle cost27
Physics‐based probabilistic seismic hazard and loss assessment in large urban areas: A simplified application to Istanbul27
Frequency independent damped outrigger systems for multi‐mode seismic control of super tall buildings with frequency independent negative stiffness enhancement27
Seismic performance of buildings with novel self‐centering base isolation system for earthquake resilience27
Reduced‐order models for the seismic assessment of plan‐irregular low‐rise frame buildings27
Optimization of distribution patterns of link beams in a double‐column tall pier bent subjected to earthquake excitations27
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