Earthquake Engineering and Engineering Vibration

Papers
(The TQCC of Earthquake Engineering and Engineering Vibration is 6. 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 2021-08-01 to 2025-08-01.)
ArticleCitations
Numerical analysis of moving train induced vibrations on tunnel, surrounding ground and structure53
Conventional vs. modified pseudo-dynamic seismic analyses in the shallow strip footing bearing capacity problem46
Application of buckling-restrained braces in the seismic control of suspension bridges40
Energy-based damage assessment of continuous-span reinforced concrete highway bridges38
An analytical model for evaluating the dynamic response of a tunnel embedded in layered foundation soil with different saturations33
Comparison between seismic analysis of twisting and regular 52-story towers considering soil-structure interaction30
Seismic control of multi-degrees-of-freedom structures by vertical mass isolation method using MR dampers29
Multi-axial unsplit frequency-shifted perfectly matched layer for displacement-based anisotropic wave simulation in infinite domain27
Stability and accuracy of central difference method for real-time dynamic substructure testing considering mass participation coefficient26
Influence of a non-free field subsurface seismic history on the liquefaction resistance of sandy soils25
A logistic-Lasso-regression-based seismic fragility analysis method for electrical equipment considering structural and seismic parameter uncertainty23
Seismic evaluation of frequency influence and resonant behavior for lead rubber bearing isolated rigid rectangular liquid tanks22
Experimental and numerical study of buckling-restrained braces configured with out-of-plane eccentricity under cyclic loading16
Effect of geofoam as cover material in cut and cover tunnels on the seismic response of ground surface16
Life-cycle failure probability analysis of deteriorated RC bridges under multiple hazards of earthquakes and strong winds15
Study on a conical bearing for acceleration-sensitive equipment15
Seismic response comparison and sensitivity analysis of pile foundation in liquefiable and non-liquefiable soils15
A novel mitigation measure for normal fault-induced deformations on pile-raft systems15
Graph-based structural joint pose estimation in non-line-of-sight conditions14
Measurement of vibration frequencies of ties in masonry arches by means of a robotic total station14
Over-height truck collisions with railway bridges: attenuation of damage using crash beams13
Centrifuge modelling of ground-borne vibrations induced by railway traffic in underground tunnels13
Detection of internal crack growth in polyethylene pipe using guided wave ultrasonic testing13
Study on the tunnel shape and soil-lining interaction influencing the lining behavior under seismic loading13
Liquefaction susceptibility and deformation characteristics of saturated coral sandy soils subjected to cyclic loadings – a critical review12
Field survey of building damage at Mandalay during 2025 Myanmar Mw 7.7 earthquake12
Dynamic response analysis of liquefiable ground due to sinusoidal waves of different frequencies of shield construction12
Earthquake response of wrap faced embankment on soft clay soil in Bangladesh11
High-frequency interference waves in low strain dynamic testing of X-section concrete piles11
An approximate solution for seismic stability and permanent displacement of three-dimensional slopes with a rotational failure mechanism11
Generation of endurance time excitation functions using spectral representation method11
Seismic safety assessment with non-Gaussian random processes for train-bridge coupled systems11
3D dynamic numerical modeling on vibration mitigation efficiency of open trench with horizontal hollow pipes10
Seismic isolation design and resilience improvement of railway station considering the influence of near-fault pulse-like ground motions10
Effects of partial structural damage in the dynamic characteristics of an existing RC building10
Direct scaling of residual displacements for bilinear and pinching oscillators10
Scattering of SH waves by a scalene triangular hill with a shallow cavity in half-space9
Seismic interaction and improved design method of substation equipment with multiple electrical configurations9
Assessment of seismic intensity and seismic performance of buildings in the M7.9 Myanmar earthquake9
Optimization of design parameters for controlled rocking steel braced dual-frames9
Triaxial elastoplastic damage constitutive model of unreinforced clay brick masonry wall8
Research on vibration response and vibration attenuation model of comprehensive transportation hub under multiple-source excitations8
Simulation research on the energy dissipation and shock absorption performance of a swing column device based on fuzzy control8
Parametric study on contact sensors for MASW measurement-based interfacial debonding detection for SCCS8
Seismic-induced surficial failure of cohesive slopes using three-dimensional limit analysis: A case study of the Wangjiayan landslide in Beichuan, China8
Experimental study on the seismic performance of masonry wall reinforced by cement mortar and polypropylene band8
Experimental studies on liquefaction and reliquefaction potential of saturated ground subjected to repeated incremental acceleration loading with varying shaking duration8
Rapid post-earthquake safety assessment of low-rise reinforced concrete structures7
An eigen-based theory for developing numerical methods for structural dynamics7
Underground blast effects on structural pounding7
Simplified lateral free field boundary based on a lumped mass system7
Seismic effectiveness evaluation and optimized design of tie up method for securing museum collections7
Seismic fragility analysis of clay-pile-pier systems considering the optimization of ground motion intensity measures7
Experimental and numerical study regarding H-steel all-bolted connection steel frame with composite wall boards7
A novel approach to the dynamic response analysis of Euler-Bernoulli beams resting on a Winkler soil model and subjected to impact loads7
Geotechnical engineering blasting: a new modal aliasing cancellation methodology of vibration signal de-noising7
Efficient simulation of spatially correlated non-stationary ground motions by wavelet-packet algorithm and spectral representation method7
Numerical simulation on the seismic performance of retrofitted masonry walls based on the combined finite-discrete element method7
Seismic bearing capacity of strip footing on partially saturated soil using modal response analysis6
Seismic behavior of precast segmental column bridges under near-fault forward-directivity ground motions6
A 2D equivalent linear model for seismic response analysis of a layered transversely isotropic half-space6
A weak formulation of heterogenous viscoacoustic wave propagation in infinite domain6
Equivalent linear model for seismic damage evaluation of single-degree-of-freedom systems representing reinforced concrete structures considering cyclic degradation behavior6
Statistical analysis on the influence of mechanical parameters in the vibration of pylons6
Dynamic response of concrete face rockfill dam affected by polarity reversal of near-fault earthquake6
Evaluating effectiveness of multiple tuned mass dampers for vibration control of jacket offshore wind turbines under onshore and seafloor earthquakes6
Travelling characteristics of road vehicles on single-level rail-cum-road bridge under the dynamic and aerodynamic impact of travelling trains6
Analysis on kinematic and inertial interaction in liquefiable soil-pile-structure dynamic system6
Vision-based multi-level synthetical evaluation of seismic damage for RC structural components: a multi-task learning approach6
Prediction of ground-borne vibration induced by impact pile driving: numerical approach and experimental validation6
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