Earthquake Engineering and Engineering Vibration

Papers
(The TQCC of Earthquake Engineering and Engineering Vibration is 5. 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.)
ArticleCitations
A review of the research and application of deep learning-based computer vision in structural damage detection45
Seismic force demands on acceleration-sensitive nonstructural components: a state-of-the-art review42
Improving the seismic performance of base-isolated liquid storage tanks with supplemental linear viscous dampers25
Optimal design and effectiveness evaluation for inerter-based devices on mitigating seismic responses of base isolated structures25
Practical seismic resilience evaluation and crisis management planning through GIS-based vulnerability assessment of buildings23
Seismic performance of a reinforced concrete building retrofitted with self-centering shape memory alloy braces21
Preliminary investigation of building damage in Hatay under February 6, 2023 Turkey earthquakes20
Reliability and sensitivity analysis of wedge stability in the abutments of an arch dam using artificial neural network20
Deep learning for P-wave arrival picking in earthquake early warning18
Reaching law based sliding mode control for a frame structure under seismic load18
Performance of RC buildings after Kahramanmaraş Earthquakes: lessons toward performance based design18
Large scale shaking table model test and analysis on seismic response of utility tunnel in non-homogeneous soil17
Numerical and test study on vertical vibration characteristics of pile group in slope soil topography17
A hybrid artificial bee colony algorithm and support vector machine for predicting blast-induced ground vibration16
Conventional vs. modified pseudo-dynamic seismic analyses in the shallow strip footing bearing capacity problem16
Cavity effect on Rayleigh wave dispersion and P-wave refraction15
A shake table investigation of dynamic behavior of pile supported bridges in liquefiable soil deposits15
Dynamic response analysis of train-induced vibration impact on the Probhutaratna pagoda in Beijing14
Seismic response of large-span spatial structures under multi-support and multidimensional excitations including rotational components14
In-situ experimental investigation of the influence of structure characteristics on subway-induced building vibrations14
Vision-based multi-level synthetical evaluation of seismic damage for RC structural components: a multi-task learning approach14
Benchmarking of two three-dimensional numerical models in time/space domain to predict railway-induced ground vibrations13
Seismic resilience assessment of corroded reinforced concrete structures designed to the Chinese codes13
All-parameters Rayleigh wave inversion13
Lateral load performance and seismic demand of unbonded scrap tire rubber pad base isolators12
Damage detection with image processing: a comparative study11
Damage detection of 3D structures using nearest neighbor search method11
Substructure design optimization and nonlinear responses control analysis of the mega-sub controlled structural system (MSCSS) under earthquake action11
Numerical study of a multiple post-tensioned rocking wall-frame system for seismic resilient precast concrete buildings10
Experimental study of vertical and batter pile groups in saturated sand using a centrifuge shaking table10
Normalized residual displacement spectra for post-mainshock assessment of structures subjected to aftershocks10
Evaluation of vertical impact factor coefficients for continuous and integral railway bridges under high-speed moving loads10
Test on mechanical behavior of SRC L-shaped columns under combined torsion and bending moment9
Seismic performance of precast bridge columns connected with grouted corrugated-metal duct through biaxial quasi-static experiment and modeling9
Field measurement and evaluation of vibration in different areas of a metro depot9
Model updating of a bridge structure using vibration test data based on GMPSO and BPNN: case study9
Residual drift spectra for RC bridge columns subjected to near-fault earthquakes9
Numerical investigation of the seismic response of a UHV composite bypass switch retrofitted with wire rope isolators9
Seismic behavior of batter pile groups embedded in liquefiable soil9
New supervised learning classifiers for structural damage diagnosis using time series features from a new feature extraction technique9
Dynamic shear modulus and damping ratio characteristics of undisturbed marine soils in the Bohai Sea, China9
Topographic effects observed at Amatrice hill during the 2016–2017 Central Italy seismic sequence9
Identification of pulse-like ground motions using artificial neural network8
Development of a building information model-guided post-earthquake building inspection framework using 3D synthetic environments8
Seismic performance of eccentrically-compressed steel pier under multi-directional earthquake loads7
Seismic safety assessment with non-Gaussian random processes for train-bridge coupled systems7
Shaking table test of subgrade slope reinforced by gravity retaining wall with geogrids7
Functionality analysis of an urban water supply network after strong earthquakes7
Seismic ground amplification induced by box-shaped tunnels7
Seismic performance evaluation of a self-centering precast reinforced concrete frame structure7
Longitudinal integral response deformation method for the seismic analysis of a tunnel structure6
Discussion on blasting vibration monitoring for rock damage control in rock slope excavation6
Study on time-varying seismic vulnerability and analysis of ECC-RC composite piers using high strength reinforcement bars in offshore environment6
Optimization for friction damped post-tensioned steel frame based on simplified FE model and GA6
Efficient seismic analysis for nonlinear soil-structure interaction with a thick soil layer6
Analytical evaluation and experimental validation on dynamic rocking behavior for shallow foundation considering structural response6
Dynamic response analysis of a multiple-beam structure subjected to a moving load6
Microtremor-based analysis of the dynamic response characteristics of earth-fissured sites in the Datong basin, China6
Serviceability evaluation of water supply networks under seismic loads utilizing their operational physical mechanism6
Seismic response comparison and sensitivity analysis of pile foundation in liquefiable and non-liquefiable soils6
Visualization of real-time displacement time history superimposed with dynamic experiments using wireless smart sensors and augmented reality6
Nonlinear numerical assessment of the seismic response of hillside RC buildings6
An alternative approach to predict human response to blast induced ground vibration5
Earthquake acceleration analysis using wavelet method5
Analysis on kinematic and inertial interaction in liquefiable soil-pile-structure dynamic system5
An analytical model for evaluating the dynamic response of a tunnel embedded in layered foundation soil with different saturations5
Defect inspection of indoor components in buildings using deep learning object detection and augmented reality5
Behavior of braced wall embedded in saturated liquefiable sand under seismic loading5
A new approach for free vibration analysis of a system of elastically interconnected similar rectangular plates5
Over-height truck collisions with railway bridges: attenuation of damage using crash beams5
Optimal design of inerter systems for the force-transmission suppression of oscillating structures5
Influence of the column-to-beam flexural strength ratio on the failure mode of beam-column connections in RC frames5
Multiple failure function based fragility curves for structures equipped with TMD5
Seismic assessment of two multi-tiered pagodas damaged by the 2015 Nepal earthquake5
Seismic collapse simulation of existing masonry buildings with different retrofitting techniques5
Effect of the spectral shape of ground motion records on the collapse fragility assessment of degrading SDOF systems5
Introducing an effective coherence function to generate non-uniform ground motion on topographic site using time-domain boundary element method5
Theoretical and experimental studies on critical time delay of multi-DOF real-time hybrid simulation5
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