Earthquake Engineering and Engineering Vibration

Papers
(The H4-Index of Earthquake Engineering and Engineering Vibration is 15. 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 2021-02-01 to 2025-02-01.)
ArticleCitations
Geotechnical engineering blasting: a new modal aliasing cancellation methodology of vibration signal de-noising45
Vibration safety assessment and parameter analysis of buried oil pipelines based on vibration isolation holes under strong surface impact25
From earthquake resistance structure to earthquake resilience city – urban seismic resilience assessment25
A simulation-based nonlinear site amplification model for ground-motion prediction equations in Japan21
Dynamic failure process of expanded polystyrene particle lightweight soil under cyclic loading using discrete element method20
Efficient simulation of spatially correlated non-stationary ground motions by wavelet-packet algorithm and spectral representation method20
Numerical analysis on seismic performance of underground structures in liquefiable interlayer sites from centrifuge shaking table test20
Simplified lateral free field boundary based on a lumped mass system18
Investigating impacts of different building contents on the post-earthquake evacuation time using an agent-based model with considering turning behavior18
Conventional vs. modified pseudo-dynamic seismic analyses in the shallow strip footing bearing capacity problem18
Ground-borne vibrations induced by impact pile driving: experimental assessment and mitigation measures17
A novel approach to the dynamic response analysis of Euler-Bernoulli beams resting on a Winkler soil model and subjected to impact loads17
Defect inspection of indoor components in buildings using deep learning object detection and augmented reality16
Inelastic displacement ratio of low- to mid-rise BRBFs designed under variable levels of seismicity16
Influence of the column-to-beam flexural strength ratio on the failure mode of beam-column connections in RC frames16
Multiple failure function based fragility curves for structures equipped with TMD15
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