Earthquake Engineering and Engineering Vibration

Papers
(The median citation count of Earthquake Engineering and Engineering Vibration is 2. 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 2020-03-01 to 2024-03-01.)
ArticleCitations
Seismic force demands on acceleration-sensitive nonstructural components: a state-of-the-art review35
A review of the research and application of deep learning-based computer vision in structural damage detection32
Application of wavelet transform in structural health monitoring32
Rapid visual screening of soft-story buildings from street view images using deep learning classification32
Seismic resilience of retrofitted RC buildings26
A numerical investigation on the seismic isolation potential of rubber/soil mixtures23
Model test and numerical simulation on the dynamic stability of the bedding rock slope under frequent microseisms22
Optimal design and effectiveness evaluation for inerter-based devices on mitigating seismic responses of base isolated structures21
Resilience-based retrofitting of existing urban RC-frame buildings using seismic isolation21
Improving the seismic performance of base-isolated liquid storage tanks with supplemental linear viscous dampers20
Dynamic response of a three-beam system with intermediate elastic connections under a moving load/mass-spring19
A benchmark city for seismic resilience assessment19
Practical seismic resilience evaluation and crisis management planning through GIS-based vulnerability assessment of buildings18
Development and subassemblage cyclic testing of hybrid buckling-restrained steel braces18
Reaching law based sliding mode control for a frame structure under seismic load17
Seismic response of rocking isolated railway bridge piers with sacrificial components17
Automatic modal parameter identification of high arch dams: feasibility verification15
Shake table study on precast segmental concrete double-column piers14
Numerical and test study on vertical vibration characteristics of pile group in slope soil topography14
Seismic performance of a reinforced concrete building retrofitted with self-centering shape memory alloy braces14
Vibration analysis of damaged and undamaged steel structure systems: cantilever column and frame14
Improving the performance of conventional base isolation systems by an external variable negative stiffness device under near-fault and long-period ground motions13
Reliability and sensitivity analysis of wedge stability in the abutments of an arch dam using artificial neural network13
Assessing the seismic behavior of steel moment frames equipped by elliptical brace through incremental dynamic analysis (IDA)13
Seismic response of large-span spatial structures under multi-support and multidimensional excitations including rotational components12
A shake table investigation of dynamic behavior of pile supported bridges in liquefiable soil deposits12
Dynamic response analysis of train-induced vibration impact on the Probhutaratna pagoda in Beijing12
Seismic analysis of semi-sine shaped alluvial hills above subsurface circular cavity12
A hybrid artificial bee colony algorithm and support vector machine for predicting blast-induced ground vibration12
Deep learning for P-wave arrival picking in earthquake early warning11
Conventional vs. modified pseudo-dynamic seismic analyses in the shallow strip footing bearing capacity problem11
Ground motion duration effect on responses of hydraulic shallow-buried tunnel under SV-waves excitations11
Lateral load performance and seismic demand of unbonded scrap tire rubber pad base isolators11
Substructure design optimization and nonlinear responses control analysis of the mega-sub controlled structural system (MSCSS) under earthquake action11
Damage detection of 3D structures using nearest neighbor search method11
Cavity effect on Rayleigh wave dispersion and P-wave refraction10
Seismic performance of precast shear wall-slab connection under cyclic loading: experimental test vs. numerical analysis10
Seismic resilience assessment of corroded reinforced concrete structures designed to the Chinese codes10
Study of seismic behavior of PHC piles with partial normal-strength deformed bars10
Benchmarking of two three-dimensional numerical models in time/space domain to predict railway-induced ground vibrations10
A 5D simulation method on post-earthquake repair process of buildings based on BIM10
In-situ experimental investigation of the influence of structure characteristics on subway-induced building vibrations9
Test on a buried pipe network subjected to an artificial earthquake produced by multi-millisecond blasting9
Normalized residual displacement spectra for post-mainshock assessment of structures subjected to aftershocks9
All-parameters Rayleigh wave inversion9
Seismic fragility reduction of an unreinforced masonry school building through retrofit using ferrocement overlay9
Large scale shaking table model test and analysis on seismic response of utility tunnel in non-homogeneous soil9
Numerical study of a multiple post-tensioned rocking wall-frame system for seismic resilient precast concrete buildings8
Local site effects evaluation by surface wave and H/V survey methods in Senirkent (Isparta) region, southwestern Turkey8
An experimental study of the isolation performance of trenches on ground-borne vibration from underground tunnels8
Experimental study of vertical and batter pile groups in saturated sand using a centrifuge shaking table8
Test and evaluation of modified TADAS devices with different grades of steel8
Seismic behavior of batter pile groups embedded in liquefiable soil8
Evaluation of vertical impact factor coefficients for continuous and integral railway bridges under high-speed moving loads8
Residual drift spectra for RC bridge columns subjected to near-fault earthquakes8
New supervised learning classifiers for structural damage diagnosis using time series features from a new feature extraction technique7
Dynamic amplification factors for a system with multiple-degrees-of-freedom7
Dynamic shear modulus and damping ratio characteristics of undisturbed marine soils in the Bohai Sea, China7
Model updating of a bridge structure using vibration test data based on GMPSO and BPNN: case study7
Seismic performance of eccentrically-compressed steel pier under multi-directional earthquake loads6
A new solution to estimate the time delay on the topographic site using time domain 3D boundary element method6
Influence of random heterogeneity of shear wave velocity on sliding mass response and seismic deformations of earth slopes6
Numerical investigation of the seismic response of a UHV composite bypass switch retrofitted with wire rope isolators6
Test on mechanical behavior of SRC L-shaped columns under combined torsion and bending moment6
Bayesian Rayleigh wave inversion with an unknown number of layers6
Discussion on blasting vibration monitoring for rock damage control in rock slope excavation6
Model updating for real time dynamic substructures based on UKF algorithm6
Distributing disciplinarian of ground motion parameters on an earth fissure site during strong earthquakes6
Seismic ground amplification induced by box-shaped tunnels6
Seismic performance of precast bridge columns connected with grouted corrugated-metal duct through biaxial quasi-static experiment and modeling6
Fully fluid-solid coupling dynamic model for seismic response of underground structures in saturated soils6
Topographic effects observed at Amatrice hill during the 2016–2017 Central Italy seismic sequence6
An alternative approach to predict human response to blast induced ground vibration5
Dynamic response analysis of a multiple-beam structure subjected to a moving load5
Scattering of seismic waves by three-dimensional large-scale hill topography simulated by a fast parallel IBEM5
Influence of scattering of SH-waves in dynamic interaction of shear wall with soil layers5
Efficient seismic analysis for nonlinear soil-structure interaction with a thick soil layer5
Static and dynamic analysis on slope stability using a DFN-DEM approach on the right abutment of the Karun 4 dam5
Optimal design of inerter systems for the force-transmission suppression of oscillating structures5
Optimization for friction damped post-tensioned steel frame based on simplified FE model and GA5
Functionality analysis of an urban water supply network after strong earthquakes5
Vision-based multi-level synthetical evaluation of seismic damage for RC structural components: a multi-task learning approach5
Development of a building information model-guided post-earthquake building inspection framework using 3D synthetic environments4
Introducing an effective coherence function to generate non-uniform ground motion on topographic site using time-domain boundary element method4
Influence of the column-to-beam flexural strength ratio on the failure mode of beam-column connections in RC frames4
Behavior of braced wall embedded in saturated liquefiable sand under seismic loading4
Longitudinal integral response deformation method for the seismic analysis of a tunnel structure4
Earthquake acceleration analysis using wavelet method4
Development of hybrid optimization algorithm for structures furnished with seismic damper devices using the particle swarm optimization method and gravitational search algorithm4
An analytical model for evaluating the dynamic response of a tunnel embedded in layered foundation soil with different saturations4
Effects of rotational components of earthquake on seismic response of arch concrete dams4
Analyzing uncertainties involved in estimating collapse risk with and without considering uncertainty probability distribution parameters4
A new approach for free vibration analysis of a system of elastically interconnected similar rectangular plates4
Novel uniaxial concrete constitutive model considering bond-slip effect4
Damage detection with image processing: a comparative study4
Seismic performance evaluation of a self-centering precast reinforced concrete frame structure4
A discretely damped SDOF model for the rocking response of freestanding blocks4
Effect of soil cohesion and friction angles on reverse faults4
Effect of inertia nonlinearity on dynamic response of an asymmetric building equipped with tuned mass dampers4
Microtremor-based analysis of the dynamic response characteristics of earth-fissured sites in the Datong basin, China4
Seismic collapse simulation of existing masonry buildings with different retrofitting techniques4
Field measurement and evaluation of vibration in different areas of a metro depot4
Effects of soil dynamic response on post-earthquake deformation of slopes based on nested Newmark model3
Robust vision-based displacement measurement and acceleration estimation using RANSAC and Kalman filter3
Effect of the spectral shape of ground motion records on the collapse fragility assessment of degrading SDOF systems3
A simplified design method for metallic dampers used in the transverse direction of cable-stayed bridges3
Mechanical property of U-Shaped 65Mn steel bumpers for seismic base isolation3
Multiple failure function based fragility curves for structures equipped with TMD3
Optimum structural design of full-scale steel buildings using drift-tribe-charged system search3
Preliminary investigation of building damage in Hatay under February 6, 2023 Turkey earthquakes3
Shake table experimental study of cable-stayed bridges with two different design strategies of H-shaped towers3
Non-harmonic resonance of viscoelastic structures subjected to time-dependent exponentially decreasing transverse distributed loads3
Seismic safety analysis of tall concrete dams, investigation and insights on critical challenges3
Investigation on the seismic response of nuclear power stations with a pile-raft foundation using centrifuge tests3
Nonlinear numerical assessment of the seismic response of hillside RC buildings3
Shaking table test of subgrade slope reinforced by gravity retaining wall with geogrids3
Dynamic stress concentration of an elliptical cavity in a semi-elliptical hill under SH-waves3
Analytical evaluation and experimental validation on dynamic rocking behavior for shallow foundation considering structural response3
Detailed seismic risk analysis of electrical substation equipment using a reliability based approach3
Theoretical and experimental studies on critical time delay of multi-DOF real-time hybrid simulation3
Dynamic p-y curves for vertical and batter pile groups in liquefied sand2
Directional interpolation infinite element for dynamic problems in saturated porous media2
Coherence of SH-waves near a semi-circular inclusion — the role of interference and standing waves2
Resonance vibration approach in soil densification: laboratory experiences and numerical simulation2
A framework for computer vision-based health monitoring of a truss structure subjected to unknown excitations2
Measurement of vibration frequencies of ties in masonry arches by means of a robotic total station2
An extended multiple-support response spectrum method incorporating fluid-structure interaction for seismic analysis of deep-water bridges2
Life-cycle failure probability analysis of deteriorated RC bridges under multiple hazards of earthquakes and strong winds2
Centrifuge tests for seismic response of single pile foundation supported wind turbines in sand influenced by earthquake history2
Performance of rectangular closed diaphragm walls in gently sloping liquefiable deposits subjected to different earthquake ground motions2
Application of buckling-restrained braces in the seismic control of suspension bridges2
Performance of RC buildings after Kahramanmaraş Earthquakes: lessons toward performance based design2
Ground-borne vibrations induced by impact pile driving: experimental assessment and mitigation measures2
Vibration reduction analysis of new barriers in large model experiment2
High-frequency interference waves in low strain dynamic testing of X-section concrete piles2
Experimental research on the development of residual strain in seasonal frozen soil under freezing-thawing and impact type traffic loads2
Over-height truck collisions with railway bridges: attenuation of damage using crash beams2
Upper crustal Poisson’s ratio and coda-wave attenuation beneath Eastern Anatolia2
Study on time-varying seismic vulnerability and analysis of ECC-RC composite piers using high strength reinforcement bars in offshore environment2
Effect of geofoam as cover material in cut and cover tunnels on the seismic response of ground surface2
Ground movement patterns and shallow foundation performance in Iskenderun coastline during the 2023 Kahramanmaras earthquake sequence2
Probability-based analytical model for predicting the post-earthquake residual deformation of SDOF systems2
Experimental p-y curves for liquefied soils from centrifuge tests2
Seismic behavior of precast segmental column bridges under near-fault forward-directivity ground motions2
Defect inspection of indoor components in buildings using deep learning object detection and augmented reality2
Effects of timber infill walls on the seismic behavior of traditional Chinese timber frames2
Optimization of design parameters for controlled rocking steel braced dual-frames2
Identification of pulse-like ground motions using artificial neural network2
Hysteretic behavior of post-tensioned precast segmental CFT double-column piers2
Matrix test measurements of ground-borne vibration induced by the heavy-duty trains on embankment and cutting tracks in a loess area2
Energy-based dynamic parameter identification for Pasternak foundation model2
Reduction of peak ground velocity by nonlinear soil response — II: excitation by a P-wave pulse2
Research on the evolution law of permafrost under the influence of urbanization based on remote sensing technology2
Development of seismic fragility curves for precast concrete frames with cast-in-situ concrete shear-walls2
Dynamic response of concrete face rockfill dam affected by polarity reversal of near-fault earthquake2
A method for matching response spectra of endurance time excitations via the Fourier transform2
A lumped mass Chebyshev spectral element method and its application to structural dynamic problems2
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