Soil Dynamics and Earthquake Engineering

Papers
(The TQCC of Soil Dynamics and Earthquake Engineering is 10. 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
Editorial Board151
Effect of size and strain rate on particle strength and stress–strain properties of rockfill materials129
Seismic performance evaluation of Y-shaped eccentric brace–high-strength steel frame structure based on remote collaborative hybrid test105
Centrifuge modeling-of-models investigation on earthquake-induced excess pore pressure behavior of silty sand87
Discrete element simulation on the behavior of open-ended pipe pile under cyclic lateral loading87
Analytical solution for seismic response of tunnels with composite linings in elastic ground subjected to Rayleigh waves79
Experimental study on the dynamic behavior of pile-anchor structures under impact loading of debris flow and rockfall76
Study on three-dimensional penetration mechanism of snowflake pile73
Understanding fabric evolution and multiple liquefaction resistance of sands in the presence of initial static shear stress73
Validation of strain/energy-based pore pressure model in one-dimensional response analyses using centrifuge tests68
Probabilistic assessment of seismic earth pressure against backfills with a nonlinear failure criterion67
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
Wave-focusing to subsurface targets using a switching time-reversal mirror56
Seismic fragility assessment of the innovative and optimal box-shaped dampers in steel frame structures54
Post-earthquake seismic assessment of residential buildings following Sarpol-e Zahab (Iran) earthquake (Mw7.3) – Part 2: Seismic vulnerability curves using quantitative damage index53
Research on interaction relationship and seismic performance efficiency of corrugated steel-plate composite shear wall50
A mechanical model for soil-rectangular tank interaction effects under seismic loading49
An accuracy-improved approach to establish design response spectra for wind turbines49
Broadband ground motion simulations for Northeast India48
Comparison of a tailings material and a natural sand in seismic site response analyses45
Experimental and analytical investigation on the lateral response of ball rubber bearing isolators45
Damage detection of high-rise buildings using an eigenvalue problem-based inverse solution45
Knowledge structure and research progress in earthquake-induced liquefaction assessment from 2000 to 2023: A scientometric analysis incorporating domain knowledge44
Shear rate effect on clay-structure interface strength properties in various interface boundary conditions43
Pseudo-static interaction domains for caisson foundations42
Effect of water table on the behaviour of retaining walls and adjacent structures during earthquake loading42
Investigation of reasonable shock absorption of asymmetric long-span suspension bridges considering force differences41
Study on the propagation characteristics of seismic waves perpendicular to the earth-rock dam axis40
Analysis of lateral dynamic responses of end-bearing friction pipe pile considering the second-order effect40
Scaling of earthquake ground motions for tri-directional nonlinear response history analyses of reinforced concrete rectangular bridge piers39
Mechanical properties and safety analysis of rack railways under seismic loads with different connection methods39
Response analysis of single pile embedded in saturated sand under bidirectional cyclic loading39
Pounding induced overturning resistance of FPB-isolated structures considering soil-structure-interactions38
In-plane and out-of-plane nonlinear seismic response of masonry infills for hospitals retrofitted with hysteretic damped braces38
Influence of spatial distribution of fine sand layers on the mechanical behavior of coral reef sand38
Investigating the effects of structural parameters on seismic aggravation of two-dimensional sedimentary valleys38
Soil-structure interaction effects on out-of-plane seismic response and damage of masonry buildings with shallow foundations37
Influence of sloping ground conditions on cyclic liquefaction behavior of sand under simple shear loading37
Effect of stress-induced anisotropy on shear modulus response of compacted coal ash under small-strain dynamic loading conditions36
Three-dimensional train–track–bridge coupled dynamics model based on the explicit finite element method36
Evaluation of soil liquefaction potential using ensemble classifier based on grey wolves optimizer (GWO)36
Closed-form critical response of undamped bilinear hysteretic MDOF system under pseudo-double impulse for estimating resonant response under one-cycle sine wave36
Seismic performance of precast concrete walls with grouted sleeve connections using large-diameter bars36
Initial cyclic shear strain-based pore pressure generation model of saturated sands under cyclic stress loading36
Inferring apparent Newtonian viscosities of liquefied soils from physical models – Analysis using computational fluid dynamics36
An advanced assessment framework for seismic resilience of railway continuous girder bridge with multiple spans considering 72h golden rescue requirements36
Parameters of dynamic compaction based on model test35
Seismic fragility assessment of an in-service piled bridge abutment subjected to a liquefaction-induced lateral spreading and mitigation strategy34
Horizontal dynamic response of partially embedded single pile in unsaturated soil under combined loads34
Nonlinear damping baffle-isolated tuned liquid damper for vibration control34
Shaking-table tests on seismic behavior of subway station intersecting the ground fissure34
Experimental and numerical investigation of the seismic behavior of reinforced concrete frames with restricted ductility34
Numerical investigations on influences of tunnel differential settlement on saturated poroelastic ground vibrations and lining forces induced by metro train34
Multi-drive level Vibroseis test to evaluate the non-linear response of soft soils34
Optimal sliding force characteristics of friction dampers for seismic response control of building structures considering sway-rocking motion34
Seismic performance of short precast bridge columns with grouted splice sleeve (GSS) connectors for shear study: Quasi-static cyclic test and analytical estimation33
Simulation of near-field pulse-like ground motions using a correlated bimodal fractional stochastic model33
Novel locally resonant and widely scalable seismic metamaterials for broadband mitigation of disturbances in the very low frequency range of 0–33 Hz33
Cumulative effects of cyclic train loading on strains in reinforced soils around tunnels33
Numerical study on dynamic response of submerged tunnel subjected to underwater explosion32
Probabilistic prediction of post-earthquake rubble range for RC frame structures32
Assessment of the seismic overpressure in flat bottom steel silos based on advanced FE modelling approach32
The deformation characteristics of a kaolin clay under intermittent cyclic loadings32
Rapid seismic-damage assessment method for buildings on a regional scale based on spectrum-compatible data augmentation and deep learning32
Influence of site factors on offshore ground motions: Observed Results and Numerical Simulation32
Deformational properties of Tianjin soft clay under different cyclic loading modes31
Seismic-induced vibration control of a multi-story building with double tuned mass dampers considering soil-structure interaction31
A new seismic wave input method for canyon sites based on the finite element method-indirect boundary integral equation method31
Excess pore water pressure generation in saturated sandy soils subjected to various cyclic stress paths31
A modified pressure dependent multi-yield surface model for simulation of LEAP-Asia-2019 centrifuge experiments30
Numerical-probabilistic modeling of the liquefaction-induced free fields settlement30
An updated consecutive modal pushover (UCMP) procedure for estimating the ductility level earthquake design demands of jacket offshore platforms30
Prediction of foundation stiffness and damping ratio under horizontal translation and rocking motion30
Analytical determination of the dynamic response of layered saturated frozen foundation to moving loads under plane strain conditions30
Energy dissipation and damage mechanism of rocks under true triaxial graded perturbations29
Seismic response of stepped variable section pile-cap system installed in sandy ground29
Machine learning models to estimate stress wave velocities of cohesionless soils during triaxial compression influenced by particle characteristics29
Periodic wave barriers for the mitigation of surface waves due to moving loads in layered soils29
Amplification of seismic demands in inter-storey-isolated buildings subjected to near fault pulse type ground motions29
Derailment of high-speed trains moving on curved and cant rails under seismic loads29
Dynamic behavior of an earth slope, including a tunnel structure29
Seismic response of pile-supported embankment in unequal thickness liquefiable soil with V shape underlying stratum29
Effect of the bottom ash content on the liquefaction resistance and cyclic degradation of pond ash under different dynamic loading conditions28
Nonlinear random seismic response analysis of the double-trough aqueduct based on fiber beam element model28
Response control of multi-storied adjacent buildings using double-compliant liquid dampers-inerter subjected to seismic excitations28
Cloud Capacity Spectrum Method: Accounting for record-to-record variability in fragility analysis using nonlinear static procedures28
Energy response analysis and seismic isolation strategy optimization of high-speed railway bridge-track system under earthquake action28
A novel seismic energy dissipation device: Laboratory tests, mathematical modeling, and numerical analysis28
Dynamic behavior of EPS amended lightweight soil under cyclic loading28
Topology optimization of periodic pile barriers and its application in vibration reduction for plane waves27
Corrigendum to “Effect of cyclic loading frequency on cyclic behaviour of saturated sand” [Int. J. Geotech. Eng. 10 (5) (2016) 1–6]27
Mechanical response and energy absorption of bridge block with negative Poisson's ratio27
A signal-processing approach to assess viscous-damper absorbing boundary conditions for dry and saturated soils in time domain dynamic problems27
Non-linear study of the method of transition in mixed concrete/steel structures27
Performance of geotechnical seismic isolation using stone pebble - geogrid layer: Experimental investigation27
Dynamic centrifuge modeling to investigate the deformation mechanism of an embedded cantilever retaining wall with submerged backfill conditions27
Seismic behavior of dual buckling-restrained steel braced frame with eccentric configuration and post-tensioned frame system27
An analytical solution for the dynamic response of an end-bearing pile subjected to vertical P-waves considering water-pile-soil interactions27
Dynamic response of three-dimensional rigid and flexible foundations on layered soils with local inhomogeneities27
The type-oriented algorithm for baseline correction of acceleration time histories27
Seismic response and failure modes analysis of pile foundations in liquefiable soils using various design criteria27
Cyclic performance of precast hollow core slab to beam connections using innovative assembling technique27
Corrigendum to “Experimental and numerical study on seismic performance of prefabricated new fly ash foam concrete structure” [Soil Dynam. Earthq. Eng. 178 (2024)108462]27
Site response analysis of induced seismic events in the CENA region27
Editorial Board27
Editorial Board27
Dynamic response of a half-space with a depression covered by viscous liquid under SH waves27
An unsplit-field viscoelastic complex-frequency-shifted perfectly matched layer for analysis of transient waves in heterogeneous media based on an efficient voxel element method27
Experimental study of the influence of gradation on the dynamic properties of centerline tailings sand26
Effect of soil-building interaction on dynamic earth pressure on basement walls26
A finite element-thin layer element coupling method for near-field wave propagation in fluid-saturated porous media based on u-U dynamic formulation26
Seismic response characteristics of offshore sites in the Sagami Bay, Japan—Part I: Comparison of spectral inversion and ratio under weak motions26
Dynamic response of cylindrical deep buried tunnels in unsaturated soil under axisymmetric explosion loading26
Inertial and kinematic demands of isolated pile-supported wharves in liquefiable soils: Centrifuge tests26
Investigation of dynamic responses of slopes in various anchor cable failure modes26
Seismic performance of railway rocking hollow tall piers under near-fault ground motions26
Implications of high-frequency decay parameter, “κ-kappa”, in the estimation of kinematic soil-structure interaction effects26
High-speed railway-induced ground and building vibration: Numerical validation of a spectral element analysis-based sub-model method26
Seismic disadvantages and formation mechanism of weak coupling effects in interconnected power infrastructures26
A novel strong ground motion duration to reduce computation time of structural time history analysis25
Centrifuge modeling of seismic loading on a tunnel crossing saturated sand deposits with different relative densities25
Evaluation of seismic mechanical response of tunnel linings using shaking table tests and numerical analyses25
Seismic fragility analysis of slopes: Method development, practical application and future prospects25
Deep learning application for nonlinear seismic ground response prediction based on centrifuge test and numerical analysis25
Seismic fragility analysis of nuclear containment structure using Bayesian logistic regression model25
Seismic response of underground stations with friction pendulum bearings under horizontal and vertical ground motions25
Experimental evaluation of the seismic isolation effectiveness of friction pendulum bearings in bridges considering transverse poundings25
Effects of near-fault ground motions on dynamic response of slopes based on shaking table model tests24
Improved seismic intensity measures and regional structural risk estimation models24
Effect of vibratory probe compaction method on bearing capacity of loess investigated via random finite element analysis24
Development of H-shaped hysteretic dampers for steel concentrically braced frames24
Seismic multi-objective stochastic parameters optimization of multiple tuned mass damper system for a large podium twin towers structure24
XGBoost-based prediction of on-site acceleration response spectra with multi-feature inputs from P-wave arrivals24
Estimation of the story response parameters through the seismic input energy for moment-resisting frames24
Experimental comparison of air entrapment capacity in sandy soils for liquefaction mitigation: Evaluating air injection method efficiency in soil desaturation24
Robustness investigation of Horizontal Bidirectional Hybrid Damping System applied to long-span bridges under near-fault pulse-like earthquakes24
Seismic resilient design with base isolation device using friction pendulum bearing and viscous damper24
Seismic fragility analysis of underground structures subjected to bi-directional ground motions based on the damage weight coefficients of components24
A parametric study of the train-induced vibration of a single pile near an underground railway tunnel24
Shaking table test for seismic performance of rock slope reinforced by C&S–R anchor cables24
Numerical analysis of earth embankments in liquefiable soil and ground improvement mitigation23
Dynamic response analysis of vehicle-track coupled system at subgrade-bridge transition zone in seasonal frozen region under multi-source excitation23
Finite-difference solution for dissipation of excess pore water pressure within liquefied soil stabilized by stone columns with consideration of coupled radial-vertical seepage23
Isolation performance evaluation of base-isolated system with active nonlinear negative stiffness devices23
Experimental and numerical study for seismic response of strip footing on slopes23
On the influence of cyclic preloadings on the liquefaction resistance of sands: A numerical study23
Fusing damage-sensitive features and domain adaptation towards robust damage classification in real buildings23
Deformation capacity of flexural-controlled SRC columns under lateral cyclic load23
Control measures of collapse-pounding dynamic responses of adjacent structures under earthquake action23
Impact of local site effects on seismic risk assessment of reinforced concrete bridges23
Experimental study of earthquake resilient precast concrete beam-column-slab joints with bearing-double-stage energy dissipation connector23
Large-scale shake table testing of shallow tunnel-ground system23
Experimental study on liquefaction characteristics of saturated Yellow River silt under cycles loading23
Rapid decision-making tool of piloti-type RC building structure for seismic performance evaluation and retrofit strategy using multi-dimensional structural parameter surfaces23
Static and cyclic compressive mechanical characterization of polyurethane-reinforced ballast in a railway23
Seismic response of deep circular tunnels subjected to P-waves: Axial and transverse compression-extension23
Shaking table test research on shear behavior of cross-fault geosynthetics reinforced and pile-supported embankment22
IBEM-FEM coupling method for full process nonlinear ground motion simulation of near-fault sedimentary basins22
Reliability evaluation for cantilevered retaining walls considering uncertainty of mainshock-aftershock sequences22
Experimental study on the seismic behavior of tunnels with distinct surface roughness in liquefiable soils22
Editorial Board22
Seismic performance assessment of piping systems in bare and infilled RC buildings22
The generation of uniform hazard Floor Response Spectra22
Comparative study on the damping-gradient spectral elements for the elastic wave absorbing22
Assessment of the loading waveform on the cyclic liquefaction resistance with Hostun 31 sand22
Seismic evaluation of steel plate shear wall systems considering soil-structure interaction22
Seismic performance assessment of existing low-ductility reinforced concrete double-column bridge piers retrofitted with buckling-restrained braces22
Predicting permanent slope displacements due to multidirectional earthquake shaking from unidirectional shaking analyses22
Seismic response characteristics of subway station structures in liquefiable sites22
Simplified approach for ground reinforcement design to enhance critical speed22
Seismic isolation design of structure using variable friction pendulum bearings21
Cyclic and post-cyclic behavior of Qom marl, Iran21
Theoretical study on the seismic response of a continuous beam bridge with safe-belt devices21
Correlation between electricity generation of piezoelectric ceramics and cyclic behavior of UGMs under traffic loading21
Evaluation of the response modification factor of steel buildings with linked columns frame system21
Dynamic resilient modulus of heavy-haul subgrade silt subjected to freeze-thaw cycles: Experimental investigation and evolution analysis21
Development of low-cost base isolation technique using multi-criteria optimization and its application to masonry building21
Seismic performance of precast segmental square hollow columns with different design details: Experimental and numerical study21
Optimal design and numerical studies of negative stiffness device–TMD controlled systems using PSO algorithm21
Centrifuge modelling of the dynamic response of twin tunnels under train-induced vibration load21
3D physics-based ground motion simulation and topography effects of the 05 September 2022 MW6.6 Luding earthquake, China21
Quantifying the effect of ground-motion nonstationarity on the nonlinear dynamic responses of an ultra-high arch dam21
Thermo-seismic performance of the novel thermal anchor pipe frame (TAPF) structure for supporting slope in earthquake-prone permafrost regions21
Seismic performance of sheet pile walls in liquefiable soil using centrifuge tests and an assessment of nonlinear effective stress analysis using PM4Sand21
GST-based polarization approach to picking P-and S-waves arrival time for high-speed rail early warning system20
Impact of spatial variability of shear wave velocity on the lagged coherency of synthetic surface ground motions20
Analyzing possible seismic velocity changes in Mexico City using seismic noise interferometry20
Hysteretic model parameters for seismic performance assessment of cyclically degraded reinforced concrete columns20
Seismic response and fragility assessment of freestanding objects with random geometry20
Seismic coefficients for pseudo-static analysis of wrap-faced GRS walls with nonlinear soil fills20
Parameter-normalized probabilistic seismic demand model considering the structural design strength for structural response assessment20
Enhancing the overturning resistance capacity of high aspect ratio structure through hybrid base isolation and inter-storey isolation20
Cyclic test and numerical analysis of an innovative re-centering SMA cable-wrapped wedge friction damper20
Effect of strain history on the monotonic and cyclic response of natural and reconstituted silts20
Mechanical behaviors of air spring-FPS three-dimensional isolation bearing and isolation performance analysis20
A framework for rapid seismic performance and fragility analysis of earth slopes considering uncertainties20
Accuracy of analytical models to predict primary and secondary system response in seismically isolated buildings20
Performance-based liquefaction analysis and probabilistic liquefaction hazard mapping using CPT data within the Fraser River delta, Canada20
Damage-based design of multiple tuned mass dampers to improve the seismic performance of steel frame structures20
Seismic response and failure mechanism of caisson: A centrifuge shake-table investigation20
Seismic performance of masonry structures after 06 February 2023 earthquakes; site survey and FE modelling approach20
Seismic behaviour of a micropile-reinforced cut slope behind a cantilever retaining wall20
Full-scale testing of naturally buckling steel braces and evaluation of partially rib-strengthened sections to cumulative damage20
Analysis of shock absorption performance of a new staggered story isolation structure under far-field long-period ground motions20
Experimental investigation on the shear mechanical behavior and energy evolution of sandstone subjected to pre-peak cyclic loading19
A GIS procedure for the topographic classification of Italy, according to the seismic code provisions19
Nonlinear dynamic assessment of sloshing in a seismically isolated rectangular liquid tank using laminated rubber bearing19
Correlating failure strength with wave velocities for cemented sands from the particle-level analysis19
Editorial Board19
Strong-motion duration predictive models from subduction interface earthquakes recorded in the hill zone of the Valley of Mexico19
Effect of the transition piece on the natural frequencies of monopile-supported offshore wind turbines19
Seismic responses and vulnerability assessment of column-bearing silos with soil-structure interaction19
Development of new passive vibration control system in coupled structures with block and tackle19
Exploring the reliability of different artificial intelligence techniques in predicting earthquake for Malaysia19
Seismic performance assessment of a retrofitted pile-supported wharf considering soil-cement uncertainties using artificial neural network19
Effects of different test methods on the seismic dynamic response in inclined liquefiable soil19
Life-cycle dynamic analysis and probabilistic seismic risk assessment of cross-fault hydraulic tunnels considering AAR-induced deterioration19
Artificial seismic waves generation for complex matching conditions based on diffusion model19
Kinematic pile-soil interaction using a rigorous two-parameter foundation model19
Seismic vulnerability of bhutanese vernacular stone masonry buildings: From damage observation to fragility analysis18
Experimental study on the seismic performance of precast segmental unbonded post-tensioned frame piers18
Hedge-Algebras-based hybrid control of earthquake-induced buildings using upgraded tuned liquid column dampers18
Numerical modeling of LEAP-2017 liquefiable sloping ground centrifuge tests using the ISA-hypoplasticity model18
Pore water pressure model for sands reinforced with randomly distributed fibers based on cyclic triaxial tests18
Scrutiny of input motions for effective stress analysis of case-history sites from the 2010–2011 Canterbury earthquakes18
Deformation and acoustic emission characteristics of coal with different water saturations under cyclic load18
Damage identification of arch dams based on post-earthquake residual displacement gradients18
Seismic behavior and reinforcement mechanisms of earth dam and liquefiable foundation system by shaking table tests and numerical simulation18
A PSHA for Mexico City based solely in Fourier-based GMM of the response spectra18
Undrained response of fibre reinforced expansive soil subjected to cyclic loading18
Particle-void fabric and effective stress reduction in cyclic liquefaction of granular soils18
Bearing capacity of shallow foundations accounting for seismic excess pore pressures18
Coupling effect of seepage and densification on soil reliquefaction resistance18
Axial kinematic response of an end-bearing pile subjected to seismic P-wave excitation in a double-layered soil18
Application of controlled-rocking isolation with shape memory alloys for an overpass bridge18
A novel response-amplified shape memory alloy-based damper: Theory, experiment and numerical simulation18
Testing performance of pore pressure models implemented in one-dimensional site response analysis program against centrifuge test data measured in mildly sloping ground18
On seismic protection of wind turbine foundations founded on liquefiable soils18
A time-domain approach for the simulation of three-dimensional seismic wave propagation using the scaled boundary finite element method18
Seismic resilient three-stage enhancement for gas distribution network using computational optimization algorithms18
Seismic performance of buffer-equipped anchored piles considering end restraints18
Sensitivity analysis of design parameters on the seismic performance of self-centering precast segmental bridge columns18
3D numerical analysis of liquefaction mitigation using ordinary and encased granular columns18
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 analys18
Response of suction bucket foundation subjected to wind and earthquake loads on liquefiable sandy seabed17
Structural performance of buried pipeline undergoing fault rupture in sand using Taguchi design of experiments17
Seismic performance of L-shaped short-leg shear walls with different concealed support materials17
A local frequency-dependent absorbing boundary condition for unsaturated porous media based on the theory of mixtures with interfaces17
Excess pore water pressure generation in poorly graded sands with varying particle shapes and relative densities17
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