Soil Dynamics and Earthquake Engineering

(The TQCC of Soil Dynamics and Earthquake Engineering is 9. 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 2020-05-01 to 2024-05-01.)
Prediction of ground vibration induced by blasting operations through the use of the Bayesian Network and random forest models131
Adaptive-passive tuned mass damper for structural aseismic protection including soil–structure interaction86
Experimental and numerical investigations on dynamic mechanical responses and failure process of gas-bearing coal under impact load75
Performance of a nonlinear hybrid base isolation system under the ground motions73
Effect of particle shape on the liquefaction resistance of calcareous sands73
Selection of optimal intensity measures for fragility assessment of circular tunnels in soft soil deposits69
Optimal design and seismic performance of tuned fluid inerter applied to structures with friction pendulum isolators67
Experimental evaluation on rock failure mechanism with combined flaws in a connected geometry under coupled static-dynamic loads66
Seismic fragility assessment of the Daikai subway station in layered soil62
The advancement of seismic isolation and energy dissipation mechanisms based on friction61
Resilience assessment of tunnels: Framework and application for tunnels in alluvial deposits exposed to seismic hazard54
Applicability analysis of high-speed railway system under the action of near-fault ground motion53
Earthquake response of monopiles and caissons for Offshore Wind Turbines founded in liquefiable soil53
Seismic resilient design with base isolation device using friction pendulum bearing and viscous damper53
Dynamic shear modulus and damping ratio of clay mixed with waste rubber using cyclic triaxial apparatus52
Effects of spatial variability of weak layer and seismic randomness on rock slope stability and reliability analysis51
Numerical investigation on the stress evolution and failure behavior for deep roadway under blasting disturbance51
Numerical study on seismic response of a rock slope with discontinuities based on the time-frequency joint analysis method50
Response of low-rise building with geotechnical seismic isolation system49
Near-fault pulse seismic ductility spectra for bridge columns based on machine learning48
Spatiotemporally explicit earthquake prediction using deep neural network48
Effects of activated carbon on liquefaction resistance of calcareous sand treated with microbially induced calcium carbonate precipitation45
Seismic performance of pile group-structure system in liquefiable and non-liquefiable soil from large-scale shake table tests44
Multivariate adaptive regression splines model for prediction of the liquefaction-induced settlement of shallow foundations41
Seismic performance of a novel partial precast RC shear wall with reserved cast-in-place base and wall edges41
Evaluation of a novel application of earthquake HVSR in site-specific amplification estimation41
Experimental study on cyclic performance of steel-hollow core partially encased composite spliced frame beam40
Dynamic responses of frozen subgrade soil exposed to freeze-thaw cycles40
Machine learning-based seismic fragility and seismic vulnerability assessment of reinforced concrete structures40
Numerical modelling of the fluid–seabed-structure interactions considering the impact of principal stress axes rotations39
Comparative seismic fragility assessment of mid-rise steel buildings with non-buckling (BRB and SMA) braced frames and self-centering energy-absorbing dual rocking core system38
Shaking table tests of the seismic response of a utility tunnel with a joint connection38
Tuned mass dampers in wind response control of wind turbine with soil-structure interaction38
An integrated SEM-Newmark model for physics-based regional coseismic landslide assessment37
Seismic performance of a Low-Cost base isolation system for unreinforced brick Masonry buildings in developing countries37
R2R-EU: Software for fragility fitting and evaluation of estimation uncertainty in seismic risk analysis37
Experimental evaluation of extra-stroke displacement capacity for Curved Surface Slider devices36
Dynamic soil-structure interaction models for fragility characterisation of buildings with shallow foundations36
Analytical fragility curves of shallow-founded structures subjected to Soil-Structure Interaction (SSI) effects36
Particle breakage evolution during cyclic triaxial shearing of a carbonate sand36
Response spectrum method for seismic analysis of monopile offshore wind turbine35
Study on seismic behaviors of a double box utility tunnel with joint connections using shaking table model tests35
Dynamic response of the multilayered half-space medium due to the spatially periodic harmonic moving load35
Seismic performance of optimal Multi-Tuned Liquid Column Damper-Inerter (MTLCDI) applied to adjacent high-rise buildings35
Fractal damage and crack propagation in decoupled charge blasting35
Seismic response analysis of intake tower structure under near-fault ground motions with forward-directivity and fling-step effects34
Sand-steel interface behaviour under large-displacement and cyclic shear34
Experimental study and numerical simulation on dynamic soil‐structure interaction under earthquake excitations34
Low-cost hybrid design of masonry structures for developing countries: Shaking table tests33
Seismic cracking evolution for anti-seepage face slabs in concrete faced rockfill dams based on cohesive zone model in explicit SBFEM-FEM frame33
Earthquake-induced nonlinear sloshing response of above-ground steel tanks with damped or undamped floating roof33
Challenges and opportunities for the application of integral abutment bridges in earthquake-prone areas: A review33
Assessment of lifetime seismic resilience of a long-span cable-stayed bridge exposed to structural corrosion33
Seismic response of SMA-based self-centering buckling-restrained braced frames under near-fault ground motions32
Directional strength and stiffness characteristics of inherently anisotropic sand: The influence of deposition inclination32
Influence of the relative density and K0 effects in the cyclic response of Ottawa F-65 sand - cyclic Torsional Hollow-Cylinder shear tests for LEAP-ASIA-201932
A generalized response spectrum method for seismic response analysis of underground structure combined with viscous-spring artificial boundary32
Influence of ground motion duration on the seismic performance of earth slopes based on numerical analysis31
Estimation uncertainty for some common seismic fragility curve fitting methods31
Empirical resilience and vulnerability model of regional group structure considering optimized macroseismic intensity measure31
Comparison of tree-based machine learning algorithms for predicting liquefaction potential using canonical correlation forest, rotation forest, and random forest based on CPT data31
Impact of the installation on the long-term cyclic behaviour of piles in sand: A numerical study31
Seismic reliability of reinforced concrete bridges subject to environmental deterioration and strengthened with FRCM composites31
Effect of ground motion characteristics on seismic fragility of subway station31
Seismic performance of bridge with unbonded posttensioned self-centering segmented concrete-filled steel-tube columns: An underwater shaking table test30
Simplicity versus accuracy trade-off in estimating seismic fragility of existing reinforced concrete buildings30
Numerical analysis of LEAP centrifuge tests on sloping liquefiable ground: Influence of dilatancy and post-liquefaction shear deformation30
A new geostatistical model for shear wave velocity profiles30
Application of endurance time method to seismic fragility evaluation of highway bridges considering scour effect29
Seismic fragility of existing RC buildings with corroded bars under earthquake sequences29
A novel PSO-KELM based soil liquefaction potential evaluation system using CPT and Vs measurements29
Stress-strain behavior and liquefaction strength characteristics of Ottawa F65 sand29
Liquefaction-induced settlement of the pile group under vertical and horizontal ground motions29
Failure mechanism of rock masses with complex geological conditions in a large underground cavern: A case study29
Performance-based assessment of the seismic pseudo-static coefficient used in slope stability analysis28
Buried pipeline subjected to seismic landslide: A simplified analytical solution28
Soil-structure interaction analyses of shallow-founded structures on a potential-liquefiable soil deposit28
Seismic axial behaviour of pile groups in non-liquefiable and liquefiable soils28
Seismic fragility and demand hazard analyses for earth slopes incorporating soil property variability28
Numerical evaluation of the soil behavior during pipe-pile installation using impact and vibratory driving in sand28
Upper bound analysis of collapse failure of deep tunnel under karst cave considering seismic force27
Dynamic splitting tensile test of granite under freeze-thaw weathering27
Inelastic dynamic response and fragility analysis of arched hydraulic tunnels under as-recorded far-fault and near-fault ground motions27
Seismic upgrading of existing masonry structures: A state-of-the-art review27
Mechanical behaviors of air spring-FPS three-dimensional isolation bearing and isolation performance analysis27
Seismic fragility analysis of shear-critical concrete columns considering corrosion induced deterioration effects27
Analytical model of concrete-filled FRP-steel composite tube columns under cyclic axial compression27
Material point method for large-deformation modeling of coseismic landslide and liquefaction-induced dam failure26
Active length of a continuous pipe or tunnel subjected to reverse faulting26
Cloud Capacity Spectrum Method: Accounting for record-to-record variability in fragility analysis using nonlinear static procedures26
Seismic performance of block-type quay walls with liquefiable calcareous sand backfill26
Three-dimensional constitutive model for cyclic behavior of soil-structure interfaces26
Introduction of the axial force terms to governing equation for buried pipeline subjected to strike-slip fault movements26
Effect of the loading frequency on the sand liquefaction behaviour in cyclic triaxial tests26
Model experimental study on controlled blasting of slit charge in deep rock mass26
Dynamic behaviors of fine-grained subgrade soil under single-stage and multi-stage intermittent cyclic loading: Permanent deformation and its prediction model26
Degradation model of the dynamic mechanical properties and damage failure law of sandstone under freeze-thaw action26
A substructure method for seismic responses of offshore wind turbine considering nonlinear pile-soil dynamic interaction25
Up-to-date PSHA along the Gulf of Aqaba-Dead Sea transform fault25
Design optimization of triple friction pendulums for high-rise buildings considering both seismic and wind loads25
Enhanced endurance-time-method (EETM) for efficient seismic fragility, risk and resilience assessment of structures25
Investigation of five different low-cost locally available isolation layer materials used in sliding base isolation systems25
Design and numerical analysis of a damage-controllable mechanical hinge beam-to-column connection25
The site effects in Izmir Bay of October 30 2020, M7.0 Samos Earthquake25
Explainable machine learning model for liquefaction potential assessment of soils using XGBoost-SHAP25
Lateral dynamic response of pile group embedded in unsaturated soil24
Plastic damage analysis of pile foundation of nuclear power plants under beyond-design basis earthquake excitation24
Stiffness and load sharing characteristics of piled raft foundations subjected to dynamic loads24
Response of buried pipeline subjected to reverse faulting24
Failures of masonry dwelling triggered by East Anatolian Fault earthquakes in Turkey24
Experimental study on dynamic fracture behaviors of Beishan NSCB and CCNSCB granite specimens under different loading rates24
An improved equivalent energy-based design procedure for seismic isolation system of simply supported bridge in China's high-speed railway24
Numerical modeling of soil liquefaction and lateral spreading using the SANISAND-Sf model in the LEAP experiments24
Dynamic characterization of recycled glass-recycled concrete blends using experimental analysis and artificial neural network modeling23
Seismic fragility analysis of high concrete faced rockfill dams based on plastic failure with support vector machine23
Verification of multi-level SMA/lead rubber bearing isolation system for seismic protection of bridges23
Pile-soil interaction under cyclic lateral load in loose sand: Experimental and numerical evaluations23
Stochastic dynamic response and seismic fragility analysis for high concrete face rockfill dams considering earthquake and parameter uncertainties23
Effect of longitudinally varying characteristics of soil on metro train-induced ground vibrations based on wave propagation analysis23
Numerical analysis of dynamic compaction using FEM-SPH coupling method23
Seismic vulnerability analysis for shallow-buried underground frame structure considering 18 existing subway stations23
Centrifuge modeling of batter pile foundations in laterally spreading soil23
Optimal design of dual isolated structure with supplemental tuned inerter damper based on performance requirements23
Verification of attenuation models based on strong ground motion data in Northern Thailand23
Risk-informed sensitivity analysis and optimization of seismic mitigation strategy using Gaussian process surrogate model22
Potential bias of conventional structural seismic fragility for bridge structures under pulse-like ground motions: Bias evaluation and strategy improvement22
Seismic design method for multi-story SMA braced frames based on inelastic displacement ratio22
Analytical fragility curves for assessment of the seismic vulnerability of HP/HT unburied subsea pipelines22
Improved pushover method for seismic analysis of shallow buried underground rectangular frame structure22
Ground motion amplification models for Japan using machine learning techniques22
Shaking table test and numerical simulation on seismic performance of prefabricated corrugated steel utility tunnels on liquefiable ground22
Implementation of the novel perfectly matched layer element for elastodynamic problems in time-domain finite element method22
Dynamic characteristics of warm frozen soil under direct shear test-comparison with dynamic triaxial test22
Investigation of seismic behavior of slope reinforced by anchored pile structures using shaking table tests22
Effects of near-field ground motions and soil-structure interaction on dynamic response of a cable-stayed bridge22
Building coupling loss measurement and prediction due to train-induced vertical vibrations21
On the relationship between soil strength and wave velocities of sandy loess subjected to freeze-thaw cycling21
Three-dimensional seismic performance analysis of large and complex underground pipe trench structure21
Comparative response of Kashmir Basin and its surroundings to the earthquake shaking based on various site effects21
Roles of pile-group and cap-rotation effects on seismic failure mechanisms of partially-embedded bridge foundations: Quasi-static tests21
Seismic performance evaluation of a viscous damper-outrigger system based on response spectrum analysis21
Effect of particle size on the failure behavior of cemented coral sand under impact loading21
Seismic isolation design of structure using variable friction pendulum bearings21
Effect of deconstructed tire under sleeper pad on railway ballast degradation under cyclic loading21
Influence of the sloping ground conditions and the subsequent shaking events on the pile group response subjected to kinematic interactions for a liquefiable sloping ground21
Effect of bedrock stiffness and thickness on numerical simulation of seismic site response. Italian case studies21
Characterization of permanent deformation of fine-grained subgrade soil under intermittent loading21
Damping reduction factors for adjacent buildings connected by fluid-viscous dampers20
Detection and extraction of velocity pulses of near-fault ground motions using asymmetric Gaussian chirplet model20
Simplified analytical solution for circular tunnel under obliquely incident SV wave20
Analytical solution for seismic response of tunnels with composite linings in elastic ground subjected to Rayleigh waves20
Experimental and theoretical study of seismic and progressive collapse resilient composite frames20
Shakedown analysis of recycled materials as railway capping layer under cyclic loading20
Bayesian inference of empirical ground motion models to pseudo-spectral accelerations of south Iceland seismic zone earthquakes based on informative priors20
Shaking table test on seismic responses of a wind turbine tower subjected to pulse-type near-field ground motions20
Mechanical behavior of buried composite pipelines subjected to strike-slip fault movement20
The seismic response mechanisms of segmental lining structures applied in fault-crossing mountain tunnel: The numerical investigation and experimental validation20
Data cleaning and feature selection for gravelly soil liquefaction20
Multifractal analysis and wavelet leaders for structural damage detection of structures subjected to earthquake excitation20
Prediction of spectral accelerations of aftershock ground motion with deep learning method20
Seismic responses of monopile-supported offshore wind turbines in soft clays under scoured conditions20
3D modeling of the influence of a splay fault on controlling the propagation of nonlinear stress waves induced by blast loading20
Robust design optimization for SMA based nonlinear energy sink with negative stiffness and friction20
Seismic overturning fragility analysis for freestanding building contents subjected to horizontal bidirectional floor motions19
A procedure for developing uncertainty-consistent Vs profiles from inversion of surface wave dispersion data19
Large shaking table tests of pile-supported structures in different ground conditions19
Horizontal dynamic response of partially embedded single pile in unsaturated soil under combined loads19
Effect of model scale on helical piles response established from shake table tests19
Conditions of structural irregularity. Relationships with observed earthquake damage in Mexico City in 201719
Effects of near-fault ground motions on dynamic response of slopes based on shaking table model tests19
Topographic amplification of ground motions incorporating uncertainty in subsurface soils with extensive geological borehole data19
Generation of fully non-stationary random processes consistent with target seismic accelerograms19
An anti-fault study of basalt fiber reinforced concrete in tunnels crossing a stick-slip fault19
Assessment of seismic behavior of back-to-back mechanically stabilized earth walls using 1g shaking table tests19
Experimental and numerical modeling on the liquefaction potential and ground settlement of silt-interlayered stratified sands19
Evaluation of the particle breakage of calcareous sand based on the detailed probability of grain survival: An application of repeated low-energy impacts19
On the initiation mechanism of the Daguangbao landslide triggered by the 2008 Wenchuan (Ms 7.9) earthquake19
Influence of construction age on seismic vulnerability of masonry buildings damaged after 2009 L'Aquila earthquake19
Influence of site factors on offshore ground motions: Observed Results and Numerical Simulation19
Analysis of pounding between adjacent buildings founded on different soil types19
Effect of imperfect interfaces on dynamic response of a composite lining tunnel with an isolation layer under plane P and SV waves19
Effect of nearby ground structures on the seismic response of underground structures in saturated sand19
Critical buckling load of pile in liquefied soil19
Steady-state response of flexible combined pile-raft foundation under dynamic loading19
A holistic framework for seismic analysis of extended pile-shaft-supported bridges against different extents of liquefaction and lateral spreading19
Seismic bearing capacity of strip footings placed near c-φ soil slopes19
Active tuned mass damper based vibration control for seismic excited adjacent buildings under actuator saturation19
Investigation on the undrained shear strength of loose sand with added materials at various mean diameter ratios18
Method to evaluate the dynamic structure-soil-structure interaction of 3-D buildings arrangement due to seismic excitation18
Theoretical solution of the vibration response of the buried flexible HDPE pipe under impact load induced by rock blasting18
Foundation impedance functions from full-scale soil-structure interaction tests18
Dynamic properties of sand-bitumen mixtures as a geotechnical seismic isolation material18
Local and regional evaluation of liquefaction potential index and liquefaction severity number for liquefaction-induced sand boils in pohang, South Korea18
Building damage due to vibration from rock blasting18
Assessment of tamping-based specimen preparation methods on static liquefaction of loose silty sand18
Shaking table test and numerical simulation on ultra-large diameter shield tunnel passing through soft-hard stratum18
Exploring the reliability of different artificial intelligence techniques in predicting earthquake for Malaysia18
Tripod suction caisson foundations for offshore wind energy and their monotonic and cyclic responses in silty sand: Numerical predictions for centrifuge model tests18
Dynamic probabilistic analysis of non-homogeneous slopes based on a simplified deterministic model18
Improved seismic intensity measures and regional structural risk estimation models18
A shaking table-based experimental study of seismic response of shield-enlarge-dig type's underground subway station in liquefiable ground18
An experimental/numerical hybrid methodology for the prediction of railway-induced ground-borne vibration on buildings to be constructed close to existing railway infrastructures: Numerical validation18
Experimental study on wave isolation performance of periodic barriers18
A simple single bounding surface model for undrained cyclic behaviours of saturated clays and its numerical implementation18
Comprehensive investigation and analysis of liquefaction damage caused by the Ms7.4 Maduo earthquake in 2021 on the Tibetan Plateau, China18
Parametric study of structural parameters affecting seismic stability in slopes reinforced by pile-anchor structures18
A three-dimensional investigation on performance of batter pile groups in laterally spreading ground18
Full-scale test on seismic performance of circumferential joint of shield-driven tunnel18
A coupled meshless-SBFEM-FEM approach in simulating soil-structure interaction with cross-scale model17
Liquefaction mitigation mechanisms of stone column-improved ground by dynamic centrifuge model tests17
Impact of bedding plane direction and type of plastic microparticles on stiffness of inherently anisotropic gap-graded soils: Index, wave propagation and micromechanical-based interpretations17
Multi-pulse characteristics of near-fault ground motions17
Seismic performance and effective isolation of a large multilayered underground subway station17
Experimental investigation of the seismic response of shallow-buried subway station in liquefied soil17
Fuzzy seismic fragility analysis of gravity dams considering spatial variability of material parameters17
Dynamic behavior of cement-stabilized organic-matter-disseminated sand under cyclic triaxial condition17
Probabilistic framework for regional loss assessment due to earthquake-induced liquefaction including epistemic uncertainty17
Seismic fragility curves of steel structures including soil-structure interaction and variation of soil parameters17
Design of monopiles for offshore and nearshore wind turbines in seismically liquefiable soils: Methodology and validation17
Simulating the near-field pulse-like ground motions of the Imperial Valley, California, earthquake17
Nonlocal stress analysis of an irregular FGFPM structure imperfectly bonded to fiber-reinforced substrate subjected to moving load17
Quantification of seismic mitigation performance of periodic foundations with soil-structure interaction17
Concept design of jacket foundations for offshore wind turbines in 10 steps17
Dynamic soil properties of nanoparticles and bioenzyme treated soft clay17
Bearing capacity factors of T-bar from surficial to stable penetration into deep-sea sediments17
Effect of non-plastic fines on the anisotropic small strain stiffness of a calcareous sand17
Recovery and reconstruction of schools after M 7.3 Ezgeleh-Sarpole-Zahab earthquake; part II: Recovery process and resiliency calculation17
Ground vibration induced by maglev trains running inside tunnel: Numerical modelling and experimental validation17
Numerical analysis of the structural response of unburied offshore pipelines crossing active normal and reverse faults17
An innovative methodology for hybrid vibration control (MR+TMD) of buildings under seismic excitations17
Seismic behavior and reliability of variable friction damped self-centering prestressed concrete frames considering bolt bearing17
Field investigation into the vibration characteristics at the embankment of ballastless tracks induced by high-speed trains in frozen regions17
Displacement reconstruction from measured accelerations and accuracy control of integration based on a low-frequency attenuation algorithm17
Nonlinear periodic foundations for seismic protection: Practical design, realistic evaluation and stability considerations17
Effect of input frequency on the seismic response of deep circular tunnels16
Dynamic response of unsaturated poroelastic ground underlying uneven pavement subjected to vehicle load16
Optimum intensity measures for probabilistic seismic demand model of subway stations with different burial depths16
The effect of soil improvement and auxiliary rails at railway track transition zones16
Seismic hazard map of India and neighbouring regions16
Influence of the seismic shear proportioning factor on steel MRFs seismic performances16
Pulse-like ground motions: Statistical characteristics, and GMPE development for the Iranian Plateau16
Undrained cyclic behavior of granular materials considering initial static shear effect: Insights from discrete element modeling16
Lateral displacement control of modular-block reinforced soil retaining walls under horizontal seismic loading16
Prediction of secant shear modulus and damping ratio for an extremely dilative silica sand based on machine learning techniques16
Influences of earthquake input models on nonlinear seismic performances of minaret-foundation-soil interaction systems16
Influence of mild steel damper design parameters on energy dissipation performance of low-damage self-centering precast concrete frame connections16
Reconstructing a 3D model from geophysical data for local amplification modelling: The study case of the upper Rhone valley, Switzerland16
Seismic performance improvement of underground frame structures by changing connection type between sidewalls and slab16
Seismic performance assessment of a super high-rise twin-tower structure connected with rotational friction negative stiffness damper and lead rubber bearing16
Using viscoelastic materials to mitigate earthquake-induced pounding between adjacent frames with unequal height considering soil-structure interactions16