Soil Dynamics and Earthquake Engineering

Papers
(The median citation count of Soil Dynamics and Earthquake Engineering 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 2021-10-01 to 2025-10-01.)
ArticleCitations
Editorial Board194
Seismic performance evaluation of Y-shaped eccentric brace–high-strength steel frame structure based on remote collaborative hybrid test146
Research on interaction relationship and seismic performance efficiency of corrugated steel-plate composite shear wall110
Pseudo-static interaction domains for caisson foundations103
Numerical study on dynamic response of submerged tunnel subjected to underwater explosion92
Nonlinear damping baffle-isolated tuned liquid damper for vibration control80
The deformation characteristics of a kaolin clay under intermittent cyclic loadings75
Post-earthquake seismic assessment of residential buildings following Sarpol-e Zahab (Iran) earthquake (Mw7.3) – Part 2: Seismic vulnerability curves using quantitative damage index68
An advanced assessment framework for seismic resilience of railway continuous girder bridge with multiple spans considering 72h golden rescue requirements67
Influence of spatial distribution of fine sand layers on the mechanical behavior of coral reef sand66
Pounding induced overturning resistance of FPB-isolated structures considering soil-structure-interactions65
Macroscopic and mesoscopic dynamic performance of prefabricated polyurethane cured ballasted track-vehicle coupling system under cross-fault seismic loading64
Laboratory tests on the traffic-induced cyclic behavior of anisotropically overconsolidated clay under different drainage conditions60
Dynamic response and energy evolution of sandstone under combined dynamic and static loading59
Investigating the effects of structural parameters on seismic aggravation of two-dimensional sedimentary valleys56
Dynamic behavior and deformation mechanisms of sand-silt stratified soil under intermittent cyclic loading53
Seepage effect on caisson-soil interface cyclic shearing: Testing and Modeling53
Simulation of near-field pulse-like ground motions using a correlated bimodal fractional stochastic model51
Excess pore water pressure generation in saturated sandy soils subjected to various cyclic stress paths50
Analytical solution for seismic response of tunnels with composite linings in elastic ground subjected to Rayleigh waves49
Probabilistic prediction of post-earthquake rubble range for RC frame structures48
Comparison of a tailings material and a natural sand in seismic site response analyses48
Scaling of earthquake ground motions for tri-directional nonlinear response history analyses of reinforced concrete rectangular bridge piers46
Numerical investigations on influences of tunnel differential settlement on saturated poroelastic ground vibrations and lining forces induced by metro train46
Study on the influence of unsymmetrical surcharge on adjacent pile foundations in a coastal soft soil area46
Wave-focusing to subsurface targets using a switching time-reversal mirror45
Experimental and analytical investigation on the lateral response of ball rubber bearing isolators45
An accuracy-improved approach to establish design response spectra for wind turbines44
Study on the propagation characteristics of seismic waves perpendicular to the earth-rock dam axis43
Investigation of reasonable shock absorption of asymmetric long-span suspension bridges considering force differences43
Experimental and numerical investigation of the seismic behavior of reinforced concrete frames with restricted ductility42
Centrifuge modeling-of-models investigation on earthquake-induced excess pore pressure behavior of silty sand42
Optimal sliding force characteristics of friction dampers for seismic response control of building structures considering sway-rocking motion42
Relationship between the diameter variation rate of prefabricated segmental tunnels and performance targets41
Deformational properties of Tianjin soft clay under different cyclic loading modes41
Validation of strain/energy-based pore pressure model in one-dimensional response analyses using centrifuge tests41
Study on three-dimensional penetration mechanism of snowflake pile40
Experimental study on the dynamic behavior of pile-anchor structures under impact loading of debris flow and rockfall40
Effect of size and strain rate on particle strength and stress–strain properties of rockfill materials40
Probabilistic assessment of seismic earth pressure against backfills with a nonlinear failure criterion39
Evaluation of soil liquefaction potential using ensemble classifier based on grey wolves optimizer (GWO)38
Cumulative effects of cyclic train loading on strains in reinforced soils around tunnels38
Parameters of dynamic compaction based on model test38
Initial cyclic shear strain-based pore pressure generation model of saturated sands under cyclic stress loading38
Broadband ground motion simulations for Northeast India37
Multi-drive level Vibroseis test to evaluate the non-linear response of soft soils37
Novel locally resonant and widely scalable seismic metamaterials for broadband mitigation of disturbances in the very low frequency range of 0–33 Hz36
Understanding fabric evolution and multiple liquefaction resistance of sands in the presence of initial static shear stress36
Knowledge structure and research progress in earthquake-induced liquefaction assessment from 2000 to 2023: A scientometric analysis incorporating domain knowledge36
A mechanical model for soil-rectangular tank interaction effects under seismic loading36
Three-dimensional train–track–bridge coupled dynamics model based on the explicit finite element method36
Rapid seismic-damage assessment method for buildings on a regional scale based on spectrum-compatible data augmentation and deep learning36
Assessment of the seismic overpressure in flat bottom steel silos based on advanced FE modelling approach36
Effect of stress-induced anisotropy on shear modulus response of compacted coal ash under small-strain dynamic loading conditions36
Inferring apparent Newtonian viscosities of liquefied soils from physical models – Analysis using computational fluid dynamics35
Seismic fragility assessment of the innovative and optimal box-shaped dampers in steel frame structures35
Response analysis of single pile embedded in saturated sand under bidirectional cyclic loading35
Influence of sloping ground conditions on cyclic liquefaction behavior of sand under simple shear loading35
Horizontal dynamic response of partially embedded single pile in unsaturated soil under combined loads35
Mechanical properties and safety analysis of rack railways under seismic loads with different connection methods35
Shaking-table tests on seismic behavior of subway station intersecting the ground fissure34
Seismic fragility assessment of an in-service piled bridge abutment subjected to a liquefaction-induced lateral spreading and mitigation strategy34
Seismic performance of short precast bridge columns with grouted splice sleeve (GSS) connectors for shear study: Quasi-static cyclic test and analytical estimation34
Closed-form critical response of undamped bilinear hysteretic MDOF system under pseudo-double impulse for estimating resonant response under one-cycle sine wave34
Damage detection of high-rise buildings using an eigenvalue problem-based inverse solution34
Analysis of lateral dynamic responses of end-bearing friction pipe pile considering the second-order effect34
Seismic-induced vibration control of a multi-story building with double tuned mass dampers considering soil-structure interaction34
Effect of water table on the behaviour of retaining walls and adjacent structures during earthquake loading34
Soil-structure interaction effects on out-of-plane seismic response and damage of masonry buildings with shallow foundations33
Energy-based evaluation of cyclic shear behaviors of soft clay under mainshock-aftershock sequence loading33
Editorial Board33
Effect of soil-building interaction on dynamic earth pressure on basement walls33
Seismic performance of precast concrete walls with grouted sleeve connections using large-diameter bars33
Shear rate effect on clay-structure interface strength properties in various interface boundary conditions33
Seismic fragility analysis of slopes: Method development, practical application and future prospects33
Dynamic response of three-dimensional rigid and flexible foundations on layered soils with local inhomogeneities32
Performance of microbial induced partial saturation for liquefaction mitigation in sands containing plastic and non-plastic fines32
Seismic response of stepped variable section pile-cap system installed in sandy ground32
An unsplit-field viscoelastic complex-frequency-shifted perfectly matched layer for analysis of transient waves in heterogeneous media based on an efficient voxel element method32
Response control of multi-storied adjacent buildings using double-compliant liquid dampers-inerter subjected to seismic excitations32
An analytical solution for the dynamic response of an end-bearing pile subjected to vertical P-waves considering water-pile-soil interactions31
Derailment of high-speed trains moving on curved and cant rails under seismic loads31
Mechanical response and energy absorption of bridge block with negative Poisson's ratio31
Dynamic behavior of EPS amended lightweight soil under cyclic loading31
Numerical-probabilistic modeling of the liquefaction-induced free fields settlement31
A novel seismic energy dissipation device: Laboratory tests, mathematical modeling, and numerical analysis31
Seismic performance of railway rocking hollow tall piers under near-fault ground motions31
Robustness investigation of Horizontal Bidirectional Hybrid Damping System applied to long-span bridges under near-fault pulse-like earthquakes30
Seismic multi-objective stochastic parameters optimization of multiple tuned mass damper system for a large podium twin towers structure30
Topology optimization of periodic pile barriers and its application in vibration reduction for plane waves30
Seismic behavior of dual buckling-restrained steel braced frame with eccentric configuration and post-tensioned frame system30
Seismic response of underground stations with friction pendulum bearings under horizontal and vertical ground motions30
Cloud Capacity Spectrum Method: Accounting for record-to-record variability in fragility analysis using nonlinear static procedures30
Seismic resilient design with base isolation device using friction pendulum bearing and viscous damper30
Dynamic centrifuge modeling to investigate the deformation mechanism of an embedded cantilever retaining wall with submerged backfill conditions29
Seismic fragility analysis of underground structures subjected to bi-directional ground motions based on the damage weight coefficients of components29
Corrigendum to “Effect of cyclic loading frequency on cyclic behaviour of saturated sand” [Int. J. Geotech. Eng. 10 (5) (2016) 1–6]29
Non-linear study of the method of transition in mixed concrete/steel structures29
Improved seismic intensity measures and regional structural risk estimation models29
Corrigendum to “Experimental and numerical study on seismic performance of prefabricated new fly ash foam concrete structure” [Soil Dynam. Earthq. Eng. 178 (2024)108462]29
Analytical determination of the dynamic response of layered saturated frozen foundation to moving loads under plane strain conditions29
A novel strong ground motion duration to reduce computation time of structural time history analysis29
Machine learning models to estimate stress wave velocities of cohesionless soils during triaxial compression influenced by particle characteristics28
Editorial Board28
Cyclic performance of precast hollow core slab to beam connections using innovative assembling technique28
The combined amplification effects of topography and stratigraphy of layered rock slopes under vertically and obliquely incident seismic waves28
Effect of the bottom ash content on the liquefaction resistance and cyclic degradation of pond ash under different dynamic loading conditions28
Editorial Board28
Experimental evaluation of the seismic isolation effectiveness of friction pendulum bearings in bridges considering transverse poundings28
Inertial and kinematic demands of isolated pile-supported wharves in liquefiable soils: Centrifuge tests28
Investigation of dynamic responses of slopes in various anchor cable failure modes28
The type-oriented algorithm for baseline correction of acceleration time histories28
Seismic fragility analysis of nuclear containment structure using Bayesian logistic regression model28
A finite element-thin layer element coupling method for near-field wave propagation in fluid-saturated porous media based on u-U dynamic formulation27
Dynamic response of cylindrical deep buried tunnels in unsaturated soil under axisymmetric explosion loading27
A signal-processing approach to assess viscous-damper absorbing boundary conditions for dry and saturated soils in time domain dynamic problems27
Centrifuge modeling of seismic loading on a tunnel crossing saturated sand deposits with different relative densities27
Performance of geotechnical seismic isolation using stone pebble - geogrid layer: Experimental investigation27
Seismic response characteristics of offshore sites in the Sagami Bay, Japan—Part I: Comparison of spectral inversion and ratio under weak motions27
Dynamic behavior of an earth slope, including a tunnel structure27
Seismic response and failure modes analysis of pile foundations in liquefiable soils using various design criteria27
Site response analysis of induced seismic events in the CENA region27
Energy dissipation and damage mechanism of rocks under true triaxial graded perturbations27
Dynamic response of a half-space with a depression covered by viscous liquid under SH waves27
High-speed railway-induced ground and building vibration: Numerical validation of a spectral element analysis-based sub-model method26
Deep learning application for nonlinear seismic ground response prediction based on centrifuge test and numerical analysis26
Seismic response of pile-supported embankment in unequal thickness liquefiable soil with V shape underlying stratum26
A new seismic wave input method for canyon sites based on the finite element method-indirect boundary integral equation method26
Prediction of foundation stiffness and damping ratio under horizontal translation and rocking motion26
Energy response analysis and seismic isolation strategy optimization of high-speed railway bridge-track system under earthquake action26
The displacement response spectrum based on 2DOF system and its application in the DDBD of isolated railway bridges26
XGBoost-based prediction of on-site acceleration response spectra with multi-feature inputs from P-wave arrivals26
A modified pressure dependent multi-yield surface model for simulation of LEAP-Asia-2019 centrifuge experiments26
Nonlinear random seismic response analysis of the double-trough aqueduct based on fiber beam element model26
Experimental study of the influence of gradation on the dynamic properties of centerline tailings sand26
Seismic disadvantages and formation mechanism of weak coupling effects in interconnected power infrastructures26
Comparative study on the damping-gradient spectral elements for the elastic wave absorbing25
Simplified approach for ground reinforcement design to enhance critical speed25
Periodic wave barriers for the mitigation of surface waves due to moving loads in layered soils25
Experimental study on the seismic behavior of tunnels with distinct surface roughness in liquefiable soils25
Behaviors of suction bucket foundations in sands under vertical tensile load and seismic action25
Control measures of collapse-pounding dynamic responses of adjacent structures under earthquake action25
Effects of near-fault ground motions on dynamic response of slopes based on shaking table model tests25
Experimental comparison of air entrapment capacity in sandy soils for liquefaction mitigation: Evaluating air injection method efficiency in soil desaturation25
Evaluation of the response modification factor of steel buildings with linked columns frame system25
Theoretical study on the seismic response of a continuous beam bridge with safe-belt devices25
Quantifying the variation of hydraulic conductivity during seismic liquefaction25
Seismic performance of precast segmental square hollow columns with different design details: Experimental and numerical study24
Shaking table test for seismic performance of rock slope reinforced by C&S–R anchor cables24
Development of low-cost base isolation technique using multi-criteria optimization and its application to masonry building24
Response spectrum method for seismic analysis of aboveground structure based on effective frequencies and modes of soil-structure interaction system24
Seismic performance of sheet pile walls in liquefiable soil using centrifuge tests and an assessment of nonlinear effective stress analysis using PM4Sand24
Finite-difference solution for dissipation of excess pore water pressure within liquefied soil stabilized by stone columns with consideration of coupled radial-vertical seepage24
Editorial Board24
Large-scale shake table testing of shallow tunnel-ground system24
Centrifuge modelling of the dynamic response of twin tunnels under train-induced vibration load24
Analytical solution for longitudinal seismic response of tunnel portal section subjected to SH waves considering wedge topography effect24
Estimation of the story response parameters through the seismic input energy for moment-resisting frames24
Cyclic and post-cyclic behavior of Qom marl, Iran24
Strain-dependent dynamic properties of compacted clay-sand mixtures24
Experimental study of earthquake resilient precast concrete beam-column-slab joints with bearing-double-stage energy dissipation connector23
Quantifying the effect of ground-motion nonstationarity on the nonlinear dynamic responses of an ultra-high arch dam23
3D physics-based ground motion simulation and topography effects of the 05 September 2022 MW6.6 Luding earthquake, China23
On the influence of cyclic preloadings on the liquefaction resistance of sands: A numerical study23
Correlation between electricity generation of piezoelectric ceramics and cyclic behavior of UGMs under traffic loading23
Vibration isolation method based on local resonance mechanism for near-field piling in rail transport23
The generation of uniform hazard Floor Response Spectra23
Rapid decision-making tool of piloti-type RC building structure for seismic performance evaluation and retrofit strategy using multi-dimensional structural parameter surfaces23
Seismic response characteristics of subway station structures in liquefiable sites23
Isolation performance evaluation of base-isolated system with active nonlinear negative stiffness devices23
Shaking table test research on shear behavior of cross-fault geosynthetics reinforced and pile-supported embankment23
Assessment of the loading waveform on the cyclic liquefaction resistance with Hostun 31 sand23
Effect of damping on response spectral ordinates of ground motions recorded on soft soils in the San Francisco Bay Area23
Experimental study on liquefaction characteristics of saturated Yellow River silt under cycles loading23
Effect of vibratory probe compaction method on bearing capacity of loess investigated via random finite element analysis23
Reliability evaluation for cantilevered retaining walls considering uncertainty of mainshock-aftershock sequences23
Fusing damage-sensitive features and domain adaptation towards robust damage classification in real buildings23
High-strain dynamic analysis model of open-ended pipe piles that considers effective soil plug23
Thermo-seismic performance of the novel thermal anchor pipe frame (TAPF) structure for supporting slope in earthquake-prone permafrost regions23
Seismic coefficients for pseudo-static analysis of wrap-faced GRS walls with nonlinear soil fills22
Experimental and numerical study for seismic response of strip footing on slopes22
Predicting permanent slope displacements due to multidirectional earthquake shaking from unidirectional shaking analyses22
Dynamic resilient modulus of heavy-haul subgrade silt subjected to freeze-thaw cycles: Experimental investigation and evolution analysis22
Hysteretic model parameters for seismic performance assessment of cyclically degraded reinforced concrete columns22
IBEM-FEM coupling method for full process nonlinear ground motion simulation of near-fault sedimentary basins22
Seismic performance of masonry structures after 06 February 2023 earthquakes; site survey and FE modelling approach22
A parametric study of the train-induced vibration of a single pile near an underground railway tunnel22
Seismic performance assessment of piping systems in bare and infilled RC buildings22
Static and cyclic compressive mechanical characterization of polyurethane-reinforced ballast in a railway22
Dynamic response analysis of vehicle-track coupled system at subgrade-bridge transition zone in seasonal frozen region under multi-source excitation22
Seismic response of deep circular tunnels subjected to P-waves: Axial and transverse compression-extension22
Impact of local site effects on seismic risk assessment of reinforced concrete bridges22
Deformation capacity of flexural-controlled SRC columns under lateral cyclic load22
Development of H-shaped hysteretic dampers for steel concentrically braced frames22
Testing performance of pore pressure models implemented in one-dimensional site response analysis program against centrifuge test data measured in mildly sloping ground21
Seismic response and failure mechanism of caisson: A centrifuge shake-table investigation21
Effect of strain history on the monotonic and cyclic response of natural and reconstituted silts21
Life-cycle dynamic analysis and probabilistic seismic risk assessment of cross-fault hydraulic tunnels considering AAR-induced deterioration21
Cyclic test and numerical analysis of an innovative re-centering SMA cable-wrapped wedge friction damper21
Flowability for viscous fluid flow triggering liquefaction in saturated coral sand subjected to principal stress rotation21
Optimal design and numerical studies of negative stiffness device–TMD controlled systems using PSO algorithm21
Artificial seismic waves generation for complex matching conditions based on diffusion model21
Axial kinematic response of an end-bearing pile subjected to seismic P-wave excitation in a double-layered soil21
Particle-void fabric and effective stress reduction in cyclic liquefaction of granular soils21
A holistic seismic performance evaluation of irregular curved bridges with precast segmental piers considering SSI and depth-varying spatial motion inputs21
Estimation of modal parameters of structures subjected to known base accelerations: Application to shake table tests21
Effects of different test methods on the seismic dynamic response in inclined liquefiable soil21
Analysis of shock absorption performance of a new staggered story isolation structure under far-field long-period ground motions21
Mechanical behaviors of air spring-FPS three-dimensional isolation bearing and isolation performance analysis21
Effect of the transition piece on the natural frequencies of monopile-supported offshore wind turbines21
Sensitivity analysis of design parameters on the seismic performance of self-centering precast segmental bridge columns21
On seismic protection of wind turbine foundations founded on liquefiable soils21
Damage-based design of multiple tuned mass dampers to improve the seismic performance of steel frame structures21
Damage identification of arch dams based on post-earthquake residual displacement gradients21
Analyzing possible seismic velocity changes in Mexico City using seismic noise interferometry21
Seismic performance of buffer-equipped anchored piles considering end restraints21
Seismic performance assessment of existing low-ductility reinforced concrete double-column bridge piers retrofitted with buckling-restrained braces21
Seismic performance assessment of a retrofitted pile-supported wharf considering soil-cement uncertainties using artificial neural network21
Seismic response and fragility assessment of freestanding objects with random geometry20
Seismic performance assessment of a base-isolated hospital building subjected to February 6, 2023, Kahramanmaraş, Türkiye earthquakes (Mw 7.7 Pazarcık and Mw 7.6 Elbistan) and seismic fragility analys20
Deformation and acoustic emission characteristics of coal with different water saturations under cyclic load20
An experimental and numerical insight into the unbonded and partially bonded high-damping fiber-reinforced elastomeric isolators20
Seismic resilient three-stage enhancement for gas distribution network using computational optimization algorithms20
Performance-based liquefaction analysis and probabilistic liquefaction hazard mapping using CPT data within the Fraser River delta, Canada20
Development of new passive vibration control system in coupled structures with block and tackle20
Editorial Board20
Experimental investigation on the shear mechanical behavior and energy evolution of sandstone subjected to pre-peak cyclic loading20
Seismic behavior and reinforcement mechanisms of earth dam and liquefiable foundation system by shaking table tests and numerical simulation20
Numerical modeling of LEAP-2017 liquefiable sloping ground centrifuge tests using the ISA-hypoplasticity model20
Parameter-normalized probabilistic seismic demand model considering the structural design strength for structural response assessment20
A PSHA for Mexico City based solely in Fourier-based GMM of the response spectra20
A framework for rapid seismic performance and fragility analysis of earth slopes considering uncertainties20
Seismic vulnerability of bhutanese vernacular stone masonry buildings: From damage observation to fragility analysis20
Seismic performance of subway station fitted with rubber bearings via pushover analysis20
Accuracy of analytical models to predict primary and secondary system response in seismically isolated buildings20
Coupling effect of seepage and densification on soil reliquefaction resistance20
Seismic behaviour of a micropile-reinforced cut slope behind a cantilever retaining wall20
Numerical earthquake-induced landslide hazard assessment at regional scale in the Colombian Andes20
Enhancing the overturning resistance capacity of high aspect ratio structure through hybrid base isolation and inter-storey isolation20
Seismic response of moment resistance frame with rigid foundation embedded in a layered half-space: Incident SH waves20
An alternate perspective on the critical orientation of horizontal pair of seismic excitations: Theory and illustrations20
Bearing capacity of shallow foundations accounting for seismic excess pore pressures20
A novel response-amplified shape memory alloy-based damper: Theory, experiment and numerical simulation20
Undrained response of fibre reinforced expansive soil subjected to cyclic loading20
Dynamic characteristics of coral silt with consideration of static-cyclic loading coupling20
Experimental study on the seismic performance of precast segmental unbonded post-tensioned frame piers20
Transverse seismic performance of small and medium-span simply supported bridges with buffered block seismic damping systems20
Dynamic response of saturated ground subjected to moving loads with variable speeds20
Kinematic pile-soil interaction using a rigorous two-parameter foundation model20
GST-based polarization approach to picking P-and S-waves arrival time for high-speed rail early warning system20
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