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 2021-06-01 to 2025-06-01.)
ArticleCitations
Editorial Board155
Seismic performance evaluation of Y-shaped eccentric brace–high-strength steel frame structure based on remote collaborative hybrid test133
Centrifuge modeling-of-models investigation on earthquake-induced excess pore pressure behavior of silty sand108
Experimental study on the dynamic behavior of pile-anchor structures under impact loading of debris flow and rockfall91
Probabilistic assessment of seismic earth pressure against backfills with a nonlinear failure criterion87
Research on interaction relationship and seismic performance efficiency of corrugated steel-plate composite shear wall87
Knowledge structure and research progress in earthquake-induced liquefaction assessment from 2000 to 2023: A scientometric analysis incorporating domain knowledge77
Pseudo-static interaction domains for caisson foundations76
Scaling of earthquake ground motions for tri-directional nonlinear response history analyses of reinforced concrete rectangular bridge piers73
Inferring apparent Newtonian viscosities of liquefied soils from physical models – Analysis using computational fluid dynamics70
Cumulative effects of cyclic train loading on strains in reinforced soils around tunnels61
Multi-drive level Vibroseis test to evaluate the non-linear response of soft soils61
Numerical investigations on influences of tunnel differential settlement on saturated poroelastic ground vibrations and lining forces induced by metro train57
Effect of size and strain rate on particle strength and stress–strain properties of rockfill materials56
Dynamic response and energy evolution of sandstone under combined dynamic and static loading55
Horizontal dynamic response of partially embedded single pile in unsaturated soil under combined loads54
Shear rate effect on clay-structure interface strength properties in various interface boundary conditions50
A mechanical model for soil-rectangular tank interaction effects under seismic loading49
In-plane and out-of-plane nonlinear seismic response of masonry infills for hospitals retrofitted with hysteretic damped braces48
Experimental and analytical investigation on the lateral response of ball rubber bearing isolators46
Wave-focusing to subsurface targets using a switching time-reversal mirror45
Simulation of near-field pulse-like ground motions using a correlated bimodal fractional stochastic model45
Closed-form critical response of undamped bilinear hysteretic MDOF system under pseudo-double impulse for estimating resonant response under one-cycle sine wave45
Investigating the effects of structural parameters on seismic aggravation of two-dimensional sedimentary valleys44
Post-earthquake seismic assessment of residential buildings following Sarpol-e Zahab (Iran) earthquake (Mw7.3) – Part 2: Seismic vulnerability curves using quantitative damage index43
Influence of spatial distribution of fine sand layers on the mechanical behavior of coral reef sand43
Parameters of dynamic compaction based on model test41
Investigation of reasonable shock absorption of asymmetric long-span suspension bridges considering force differences40
Soil-structure interaction effects on out-of-plane seismic response and damage of masonry buildings with shallow foundations40
An accuracy-improved approach to establish design response spectra for wind turbines40
Seismic fragility assessment of the innovative and optimal box-shaped dampers in steel frame structures39
Comparison of a tailings material and a natural sand in seismic site response analyses39
Evaluation of soil liquefaction potential using ensemble classifier based on grey wolves optimizer (GWO)39
Analysis of lateral dynamic responses of end-bearing friction pipe pile considering the second-order effect38
Seismic performance of short precast bridge columns with grouted splice sleeve (GSS) connectors for shear study: Quasi-static cyclic test and analytical estimation38
Study on the propagation characteristics of seismic waves perpendicular to the earth-rock dam axis38
Effect of water table on the behaviour of retaining walls and adjacent structures during earthquake loading38
Probabilistic prediction of post-earthquake rubble range for RC frame structures37
Initial cyclic shear strain-based pore pressure generation model of saturated sands under cyclic stress loading37
Rapid seismic-damage assessment method for buildings on a regional scale based on spectrum-compatible data augmentation and deep learning37
Three-dimensional train–track–bridge coupled dynamics model based on the explicit finite element method36
An advanced assessment framework for seismic resilience of railway continuous girder bridge with multiple spans considering 72h golden rescue requirements36
Understanding fabric evolution and multiple liquefaction resistance of sands in the presence of initial static shear stress36
Seismic performance of precast concrete walls with grouted sleeve connections using large-diameter bars36
Effect of stress-induced anisotropy on shear modulus response of compacted coal ash under small-strain dynamic loading conditions36
Study on three-dimensional penetration mechanism of snowflake pile35
Novel locally resonant and widely scalable seismic metamaterials for broadband mitigation of disturbances in the very low frequency range of 0–33 Hz35
Optimal sliding force characteristics of friction dampers for seismic response control of building structures considering sway-rocking motion35
Pounding induced overturning resistance of FPB-isolated structures considering soil-structure-interactions35
Seismic-induced vibration control of a multi-story building with double tuned mass dampers considering soil-structure interaction35
Shaking-table tests on seismic behavior of subway station intersecting the ground fissure34
Response analysis of single pile embedded in saturated sand under bidirectional cyclic loading34
Nonlinear damping baffle-isolated tuned liquid damper for vibration control34
Laboratory tests on the traffic-induced cyclic behavior of anisotropically overconsolidated clay under different drainage conditions34
Assessment of the seismic overpressure in flat bottom steel silos based on advanced FE modelling approach34
Analytical solution for seismic response of tunnels with composite linings in elastic ground subjected to Rayleigh waves34
Broadband ground motion simulations for Northeast India33
Influence of site factors on offshore ground motions: Observed Results and Numerical Simulation33
Numerical study on dynamic response of submerged tunnel subjected to underwater explosion33
Influence of sloping ground conditions on cyclic liquefaction behavior of sand under simple shear loading33
Seismic fragility assessment of an in-service piled bridge abutment subjected to a liquefaction-induced lateral spreading and mitigation strategy32
The deformation characteristics of a kaolin clay under intermittent cyclic loadings32
Mechanical properties and safety analysis of rack railways under seismic loads with different connection methods32
Damage detection of high-rise buildings using an eigenvalue problem-based inverse solution32
Experimental and numerical investigation of the seismic behavior of reinforced concrete frames with restricted ductility32
Deformational properties of Tianjin soft clay under different cyclic loading modes32
Excess pore water pressure generation in saturated sandy soils subjected to various cyclic stress paths31
Amplification of seismic demands in inter-storey-isolated buildings subjected to near fault pulse type ground motions31
Derailment of high-speed trains moving on curved and cant rails under seismic loads31
Periodic wave barriers for the mitigation of surface waves due to moving loads in layered soils31
Validation of strain/energy-based pore pressure model in one-dimensional response analyses using centrifuge tests31
Seismic response of stepped variable section pile-cap system installed in sandy ground31
Effect of the bottom ash content on the liquefaction resistance and cyclic degradation of pond ash under different dynamic loading conditions30
Energy response analysis and seismic isolation strategy optimization of high-speed railway bridge-track system under earthquake action30
Corrigendum to “Effect of cyclic loading frequency on cyclic behaviour of saturated sand” [Int. J. Geotech. Eng. 10 (5) (2016) 1–6]30
Seismic performance of railway rocking hollow tall piers under near-fault ground motions30
Seismic fragility analysis of slopes: Method development, practical application and future prospects30
XGBoost-based prediction of on-site acceleration response spectra with multi-feature inputs from P-wave arrivals30
Machine learning models to estimate stress wave velocities of cohesionless soils during triaxial compression influenced by particle characteristics30
Response control of multi-storied adjacent buildings using double-compliant liquid dampers-inerter subjected to seismic excitations30
Dynamic centrifuge modeling to investigate the deformation mechanism of an embedded cantilever retaining wall with submerged backfill conditions30
Corrigendum to “Experimental and numerical study on seismic performance of prefabricated new fly ash foam concrete structure” [Soil Dynam. Earthq. Eng. 178 (2024)108462]30
Performance of geotechnical seismic isolation using stone pebble - geogrid layer: Experimental investigation29
Editorial Board29
The type-oriented algorithm for baseline correction of acceleration time histories29
Mechanical response and energy absorption of bridge block with negative Poisson's ratio29
Investigation of dynamic responses of slopes in various anchor cable failure modes29
Seismic response and failure modes analysis of pile foundations in liquefiable soils using various design criteria29
Editorial Board29
Dynamic response of cylindrical deep buried tunnels in unsaturated soil under axisymmetric explosion loading28
High-speed railway-induced ground and building vibration: Numerical validation of a spectral element analysis-based sub-model method28
A signal-processing approach to assess viscous-damper absorbing boundary conditions for dry and saturated soils in time domain dynamic problems28
Dynamic response of a half-space with a depression covered by viscous liquid under SH waves28
An unsplit-field viscoelastic complex-frequency-shifted perfectly matched layer for analysis of transient waves in heterogeneous media based on an efficient voxel element method28
Seismic disadvantages and formation mechanism of weak coupling effects in interconnected power infrastructures28
Inertial and kinematic demands of isolated pile-supported wharves in liquefiable soils: Centrifuge tests28
Dynamic behavior of an earth slope, including a tunnel structure28
Cyclic performance of precast hollow core slab to beam connections using innovative assembling technique28
A novel strong ground motion duration to reduce computation time of structural time history analysis28
Dynamic behavior of EPS amended lightweight soil under cyclic loading28
A finite element-thin layer element coupling method for near-field wave propagation in fluid-saturated porous media based on u-U dynamic formulation28
Dynamic response of three-dimensional rigid and flexible foundations on layered soils with local inhomogeneities28
A new seismic wave input method for canyon sites based on the finite element method-indirect boundary integral equation method28
A modified pressure dependent multi-yield surface model for simulation of LEAP-Asia-2019 centrifuge experiments27
Seismic response of pile-supported embankment in unequal thickness liquefiable soil with V shape underlying stratum27
An updated consecutive modal pushover (UCMP) procedure for estimating the ductility level earthquake design demands of jacket offshore platforms27
Site response analysis of induced seismic events in the CENA region27
Seismic multi-objective stochastic parameters optimization of multiple tuned mass damper system for a large podium twin towers structure27
Numerical-probabilistic modeling of the liquefaction-induced free fields settlement27
Experimental study of the influence of gradation on the dynamic properties of centerline tailings sand27
Improved seismic intensity measures and regional structural risk estimation models26
Evaluation of seismic mechanical response of tunnel linings using shaking table tests and numerical analyses26
Nonlinear random seismic response analysis of the double-trough aqueduct based on fiber beam element model26
The combined amplification effects of topography and stratigraphy of layered rock slopes under vertically and obliquely incident seismic waves26
Analytical determination of the dynamic response of layered saturated frozen foundation to moving loads under plane strain conditions26
Robustness investigation of Horizontal Bidirectional Hybrid Damping System applied to long-span bridges under near-fault pulse-like earthquakes26
Prediction of foundation stiffness and damping ratio under horizontal translation and rocking motion26
Topology optimization of periodic pile barriers and its application in vibration reduction for plane waves26
Energy dissipation and damage mechanism of rocks under true triaxial graded perturbations26
Centrifuge modeling of seismic loading on a tunnel crossing saturated sand deposits with different relative densities26
Seismic behavior of dual buckling-restrained steel braced frame with eccentric configuration and post-tensioned frame system26
Seismic response characteristics of offshore sites in the Sagami Bay, Japan—Part I: Comparison of spectral inversion and ratio under weak motions25
Effects of near-fault ground motions on dynamic response of slopes based on shaking table model tests25
Seismic fragility analysis of nuclear containment structure using Bayesian logistic regression model25
Non-linear study of the method of transition in mixed concrete/steel structures25
Experimental evaluation of the seismic isolation effectiveness of friction pendulum bearings in bridges considering transverse poundings25
Cloud Capacity Spectrum Method: Accounting for record-to-record variability in fragility analysis using nonlinear static procedures25
A novel seismic energy dissipation device: Laboratory tests, mathematical modeling, and numerical analysis25
Seismic fragility analysis of underground structures subjected to bi-directional ground motions based on the damage weight coefficients of components25
Effect of soil-building interaction on dynamic earth pressure on basement walls25
An analytical solution for the dynamic response of an end-bearing pile subjected to vertical P-waves considering water-pile-soil interactions25
Seismic response of underground stations with friction pendulum bearings under horizontal and vertical ground motions25
Seismic resilient design with base isolation device using friction pendulum bearing and viscous damper25
Deformation capacity of flexural-controlled SRC columns under lateral cyclic load24
Shaking table test research on shear behavior of cross-fault geosynthetics reinforced and pile-supported embankment24
Seismic performance assessment of existing low-ductility reinforced concrete double-column bridge piers retrofitted with buckling-restrained braces24
Dynamic resilient modulus of heavy-haul subgrade silt subjected to freeze-thaw cycles: Experimental investigation and evolution analysis24
Experimental comparison of air entrapment capacity in sandy soils for liquefaction mitigation: Evaluating air injection method efficiency in soil desaturation24
Control measures of collapse-pounding dynamic responses of adjacent structures under earthquake action24
Deep learning application for nonlinear seismic ground response prediction based on centrifuge test and numerical analysis24
Seismic evaluation of steel plate shear wall systems considering soil-structure interaction24
Dynamic response analysis of vehicle-track coupled system at subgrade-bridge transition zone in seasonal frozen region under multi-source excitation24
Isolation performance evaluation of base-isolated system with active nonlinear negative stiffness devices24
Hysteretic model parameters for seismic performance assessment of cyclically degraded reinforced concrete columns24
Predicting permanent slope displacements due to multidirectional earthquake shaking from unidirectional shaking analyses24
Quantifying the effect of ground-motion nonstationarity on the nonlinear dynamic responses of an ultra-high arch dam23
Editorial Board23
A parametric study of the train-induced vibration of a single pile near an underground railway tunnel23
Evaluation of the response modification factor of steel buildings with linked columns frame system23
Reliability evaluation for cantilevered retaining walls considering uncertainty of mainshock-aftershock sequences23
Theoretical study on the seismic response of a continuous beam bridge with safe-belt devices23
Shaking table test for seismic performance of rock slope reinforced by C&S–R anchor cables23
Simplified approach for ground reinforcement design to enhance critical speed23
Comparative study on the damping-gradient spectral elements for the elastic wave absorbing23
Assessment of the loading waveform on the cyclic liquefaction resistance with Hostun 31 sand23
Development of low-cost base isolation technique using multi-criteria optimization and its application to masonry building23
Estimation of the story response parameters through the seismic input energy for moment-resisting frames23
IBEM-FEM coupling method for full process nonlinear ground motion simulation of near-fault sedimentary basins23
Experimental and numerical study for seismic response of strip footing on slopes23
Correlation between electricity generation of piezoelectric ceramics and cyclic behavior of UGMs under traffic loading22
Cyclic and post-cyclic behavior of Qom marl, Iran22
Experimental study on liquefaction characteristics of saturated Yellow River silt under cycles loading22
Experimental study on the seismic behavior of tunnels with distinct surface roughness in liquefiable soils22
Impact of local site effects on seismic risk assessment of reinforced concrete bridges22
Seismic performance of precast segmental square hollow columns with different design details: Experimental and numerical study22
Optimal design and numerical studies of negative stiffness device–TMD controlled systems using PSO algorithm22
Fusing damage-sensitive features and domain adaptation towards robust damage classification in real buildings22
Static and cyclic compressive mechanical characterization of polyurethane-reinforced ballast in a railway22
Thermo-seismic performance of the novel thermal anchor pipe frame (TAPF) structure for supporting slope in earthquake-prone permafrost regions22
Seismic performance of sheet pile walls in liquefiable soil using centrifuge tests and an assessment of nonlinear effective stress analysis using PM4Sand22
The generation of uniform hazard Floor Response Spectra22
Development of H-shaped hysteretic dampers for steel concentrically braced frames22
Numerical analysis of earth embankments in liquefiable soil and ground improvement mitigation22
On the influence of cyclic preloadings on the liquefaction resistance of sands: A numerical study21
Seismic isolation design of structure using variable friction pendulum bearings21
Effect of vibratory probe compaction method on bearing capacity of loess investigated via random finite element analysis21
Seismic response characteristics of subway station structures in liquefiable sites21
Finite-difference solution for dissipation of excess pore water pressure within liquefied soil stabilized by stone columns with consideration of coupled radial-vertical seepage21
Experimental study of earthquake resilient precast concrete beam-column-slab joints with bearing-double-stage energy dissipation connector21
Rapid decision-making tool of piloti-type RC building structure for seismic performance evaluation and retrofit strategy using multi-dimensional structural parameter surfaces21
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
Seismic performance of masonry structures after 06 February 2023 earthquakes; site survey and FE modelling approach21
Seismic performance assessment of piping systems in bare and infilled RC buildings21
Mechanical behaviors of air spring-FPS three-dimensional isolation bearing and isolation performance analysis21
Large-scale shake table testing of shallow tunnel-ground system21
Seismic coefficients for pseudo-static analysis of wrap-faced GRS walls with nonlinear soil fills21
Correlating failure strength with wave velocities for cemented sands from the particle-level analysis20
Deformation and acoustic emission characteristics of coal with different water saturations under cyclic load20
Coupling effect of seepage and densification on soil reliquefaction resistance20
Life-cycle dynamic analysis and probabilistic seismic risk assessment of cross-fault hydraulic tunnels considering AAR-induced deterioration20
Experimental investigation on the shear mechanical behavior and energy evolution of sandstone subjected to pre-peak cyclic loading20
Cyclic test and numerical analysis of an innovative re-centering SMA cable-wrapped wedge friction damper20
A framework for rapid seismic performance and fragility analysis of earth slopes considering uncertainties20
Artificial seismic waves generation for complex matching conditions based on diffusion model20
Editorial Board20
Impact of spatial variability of shear wave velocity on the lagged coherency of synthetic surface ground motions20
Numerical modeling of LEAP-2017 liquefiable sloping ground centrifuge tests using the ISA-hypoplasticity model20
Particle-void fabric and effective stress reduction in cyclic liquefaction of granular soils20
Application of controlled-rocking isolation with shape memory alloys for an overpass bridge20
Effect of the transition piece on the natural frequencies of monopile-supported offshore wind turbines20
Analyzing possible seismic velocity changes in Mexico City using seismic noise interferometry20
Nonlinear dynamic assessment of sloshing in a seismically isolated rectangular liquid tank using laminated rubber bearing20
Seismic behaviour of a micropile-reinforced cut slope behind a cantilever retaining wall20
Seismic response of deep circular tunnels subjected to P-waves: Axial and transverse compression-extension20
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
Seismic resilient three-stage enhancement for gas distribution network using computational optimization algorithms20
A novel response-amplified shape memory alloy-based damper: Theory, experiment and numerical simulation20
Seismic performance of buffer-equipped anchored piles considering end restraints20
Seismic performance assessment of a retrofitted pile-supported wharf considering soil-cement uncertainties using artificial neural network20
Effects of different test methods on the seismic dynamic response in inclined liquefiable soil20
Performance-based liquefaction analysis and probabilistic liquefaction hazard mapping using CPT data within the Fraser River delta, Canada20
Full-scale testing of naturally buckling steel braces and evaluation of partially rib-strengthened sections to cumulative damage20
Seismic response and failure mechanism of caisson: A centrifuge shake-table investigation20
Pore water pressure model for sands reinforced with randomly distributed fibers based on cyclic triaxial tests20
GST-based polarization approach to picking P-and S-waves arrival time for high-speed rail early warning system20
Parameter-normalized probabilistic seismic demand model considering the structural design strength for structural response assessment19
Damage-based design of multiple tuned mass dampers to improve the seismic performance of steel frame structures19
Bearing capacity of shallow foundations accounting for seismic excess pore pressures19
Damage identification of arch dams based on post-earthquake residual displacement gradients19
Hedge-Algebras-based hybrid control of earthquake-induced buildings using upgraded tuned liquid column dampers19
Axial kinematic response of an end-bearing pile subjected to seismic P-wave excitation in a double-layered soil19
A GIS procedure for the topographic classification of Italy, according to the seismic code provisions19
Testing performance of pore pressure models implemented in one-dimensional site response analysis program against centrifuge test data measured in mildly sloping ground19
Sensitivity analysis of design parameters on the seismic performance of self-centering precast segmental bridge columns19
Kinematic pile-soil interaction using a rigorous two-parameter foundation model19
Enhancing the overturning resistance capacity of high aspect ratio structure through hybrid base isolation and inter-storey isolation19
On seismic protection of wind turbine foundations founded on liquefiable soils19
Accuracy of analytical models to predict primary and secondary system response in seismically isolated buildings19
Experimental study on the seismic performance of precast segmental unbonded post-tensioned frame piers19
A PSHA for Mexico City based solely in Fourier-based GMM of the response spectra19
Editorial Board18
Analysis of shock absorption performance of a new staggered story isolation structure under far-field long-period ground motions18
High frequency calibration of a finite element model of an irregular building via ambient vibration measurements18
Hysteretic and seismic behavior of thick rubber bearings under bidirectional shear loading18
A local frequency-dependent absorbing boundary condition for unsaturated porous media based on the theory of mixtures with interfaces18
Seismic response of structures on flexible base under foundation uplift augmented by vertical component of near-field ground motions18
Response of suction bucket foundation subjected to wind and earthquake loads on liquefiable sandy seabed18
Exploring the reliability of different artificial intelligence techniques in predicting earthquake for Malaysia18
Editorial Board18
Influence factors on the nonlocal parameter and scale factor in strain gradient nonlocal Biot theory18
Assessment of seismic liquefaction and structural instability in Adıyaman-Gölbaşı after the February 6, 2023, earthquakes in Türki̇ye18
Biaxial capacity envelopes for the capacity design of biaxially loaded shallow foundations18
Insights from the numerical analysis of axially loaded piles in liquefiable soils18
Development of new passive vibration control system in coupled structures with block and tackle18
Estimation of the input energy of beam bridges by using near-fault input energy design spectra18
Editorial Board18
Modelling a geosynthetic clay liner in a centrifuge and its application to the dynamic stability of small-sized earth-fill dams18
A geostatistical modelling of empirical amplification functions and related site proxies for shaking scenarios in central Italy18
Seismic performance of double-column tall pier bents using fusing connections18
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