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 2021-05-01 to 2025-05-01.)
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 problem37
Multi-axial unsplit frequency-shifted perfectly matched layer for displacement-based anisotropic wave simulation in infinite domain34
Application of buckling-restrained braces in the seismic control of suspension bridges33
Seismic control of multi-degrees-of-freedom structures by vertical mass isolation method using MR dampers28
Energy-based damage assessment of continuous-span reinforced concrete highway bridges27
Comparison between seismic analysis of twisting and regular 52-story towers considering soil-structure interaction24
In-situ experimental investigation of the influence of structure characteristics on subway-induced building vibrations24
An analytical model for evaluating the dynamic response of a tunnel embedded in layered foundation soil with different saturations23
Life-cycle failure probability analysis of deteriorated RC bridges under multiple hazards of earthquakes and strong winds21
Experimental and numerical study of buckling-restrained braces configured with out-of-plane eccentricity under cyclic loading21
A novel mitigation measure for normal fault-induced deformations on pile-raft systems18
Study on a conical bearing for acceleration-sensitive equipment18
Stability and accuracy of central difference method for real-time dynamic substructure testing considering mass participation coefficient16
Influence of a non-free field subsurface seismic history on the liquefaction resistance of sandy soils14
A logistic-Lasso-regression-based seismic fragility analysis method for electrical equipment considering structural and seismic parameter uncertainty14
Seismic evaluation of frequency influence and resonant behavior for lead rubber bearing isolated rigid rectangular liquid tanks14
Effect of geofoam as cover material in cut and cover tunnels on the seismic response of ground surface14
Centrifuge modelling of ground-borne vibrations induced by railway traffic in underground tunnels13
Study on the tunnel shape and soil-lining interaction influencing the lining behavior under seismic loading13
Seismic response comparison and sensitivity analysis of pile foundation in liquefiable and non-liquefiable soils13
Measurement of vibration frequencies of ties in masonry arches by means of a robotic total station13
Seismic performance of precast bridge columns connected with grouted corrugated-metal duct through biaxial quasi-static experiment and modeling13
Graph-based structural joint pose estimation in non-line-of-sight conditions12
Earthquake response of wrap faced embankment on soft clay soil in Bangladesh12
Dynamic response analysis of liquefiable ground due to sinusoidal waves of different frequencies of shield construction11
Seismic safety assessment with non-Gaussian random processes for train-bridge coupled systems11
Over-height truck collisions with railway bridges: attenuation of damage using crash beams11
Liquefaction susceptibility and deformation characteristics of saturated coral sandy soils subjected to cyclic loadings – a critical review10
Seismic isolation design and resilience improvement of railway station considering the influence of near-fault pulse-like ground motions10
Generation of endurance time excitation functions using spectral representation method10
High-frequency interference waves in low strain dynamic testing of X-section concrete piles10
Detection of internal crack growth in polyethylene pipe using guided wave ultrasonic testing10
Direct scaling of residual displacements for bilinear and pinching oscillators10
Optimization of design parameters for controlled rocking steel braced dual-frames9
Triaxial elastoplastic damage constitutive model of unreinforced clay brick masonry wall9
Scattering of SH waves by a scalene triangular hill with a shallow cavity in half-space9
Simulation research on the energy dissipation and shock absorption performance of a swing column device based on fuzzy control8
Experimental studies on liquefaction and reliquefaction potential of saturated ground subjected to repeated incremental acceleration loading with varying shaking duration7
Efficient simulation of spatially correlated non-stationary ground motions by wavelet-packet algorithm and spectral representation method7
A novel approach to the dynamic response analysis of Euler-Bernoulli beams resting on a Winkler soil model and subjected to impact loads7
Experimental study on the seismic performance of masonry wall reinforced by cement mortar and polypropylene band7
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
Rapid post-earthquake safety assessment of low-rise reinforced concrete structures7
Parametric study on contact sensors for MASW measurement-based interfacial debonding detection for SCCS7
Seismic-induced surficial failure of cohesive slopes using three-dimensional limit analysis: A case study of the Wangjiayan landslide in Beichuan, China7
Geotechnical engineering blasting: a new modal aliasing cancellation methodology of vibration signal de-noising7
Simplified lateral free field boundary based on a lumped mass system7
Evaluating effectiveness of multiple tuned mass dampers for vibration control of jacket offshore wind turbines under onshore and seafloor earthquakes6
Statistical analysis on the influence of mechanical parameters in the vibration of pylons6
Mechanical property of U-Shaped 65Mn steel bumpers for seismic base isolation6
Numerical simulation on the seismic performance of retrofitted masonry walls based on the combined finite-discrete element method6
Dynamic response of concrete face rockfill dam affected by polarity reversal of near-fault earthquake6
Seismic bearing capacity of strip footing on partially saturated soil using modal response analysis6
Static and dynamic inelastic P-Δ effect for seismic design6
Underground blast effects on structural pounding6
Prediction of ground-borne vibration induced by impact pile driving: numerical approach and experimental validation6
Experimental and numerical study regarding H-steel all-bolted connection steel frame with composite wall boards6
Seismic behavior of precast segmental column bridges under near-fault forward-directivity ground motions6
A weak formulation of heterogenous viscoacoustic wave propagation in infinite domain5
Seismic fragility analysis of bridges by relevance vector machine based demand prediction model5
Vision-based multi-level synthetical evaluation of seismic damage for RC structural components: a multi-task learning approach5
Equivalent linear model for seismic damage evaluation of single-degree-of-freedom systems representing reinforced concrete structures considering cyclic degradation behavior5
Evaluation of the effects of EPS composite soil replacement on the dynamic performance of caisson structure using shaking table tests5
Travelling characteristics of road vehicles on single-level rail-cum-road bridge under the dynamic and aerodynamic impact of travelling trains5
Study regarding typical liquefaction damage during the 2021 Maduo Ms7.4 earthquake in China5
Analysis on kinematic and inertial interaction in liquefiable soil-pile-structure dynamic system5
Effects of spatial heterogeneity on pseudo-static stability of coal mine overburden dump slope, using random limit equilibrium and random finite element methods: A comparative study5
Pulses in ground motions identified through surface partial matching and their impact on seismic rocking consequence5
Dynamic response analysis of a multiple-beam structure subjected to a moving load5
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