Soil Dynamics and Earthquake Engineering

Papers
(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 2020-04-01 to 2024-04-01.)
ArticleCitations
Prediction of ground vibration induced by blasting operations through the use of the Bayesian Network and random forest models123
Adaptive-passive tuned mass damper for structural aseismic protection including soil–structure interaction80
Experimental and numerical investigations on dynamic mechanical responses and failure process of gas-bearing coal under impact load73
Performance of a nonlinear hybrid base isolation system under the ground motions71
Experimental evaluation on rock failure mechanism with combined flaws in a connected geometry under coupled static-dynamic loads66
Optimal design and seismic performance of tuned fluid inerter applied to structures with friction pendulum isolators65
Effect of particle shape on the liquefaction resistance of calcareous sands65
Selection of optimal intensity measures for fragility assessment of circular tunnels in soft soil deposits62
Seismic fragility assessment of the Daikai subway station in layered soil60
The advancement of seismic isolation and energy dissipation mechanisms based on friction59
Resilience assessment of tunnels: Framework and application for tunnels in alluvial deposits exposed to seismic hazard53
Applicability analysis of high-speed railway system under the action of near-fault ground motion52
Earthquake response of monopiles and caissons for Offshore Wind Turbines founded in liquefiable soil52
Dynamic shear modulus and damping ratio of clay mixed with waste rubber using cyclic triaxial apparatus51
Seismic resilient design with base isolation device using friction pendulum bearing and viscous damper51
Numerical investigation on the stress evolution and failure behavior for deep roadway under blasting disturbance50
Numerical study on seismic response of a rock slope with discontinuities based on the time-frequency joint analysis method49
Response of low-rise building with geotechnical seismic isolation system48
Effects of spatial variability of weak layer and seismic randomness on rock slope stability and reliability analysis48
Spatiotemporally explicit earthquake prediction using deep neural network47
Near-fault pulse seismic ductility spectra for bridge columns based on machine learning47
Liquefaction resistance of Fraser River sand improved by a microbially-induced cementation45
Effects of activated carbon on liquefaction resistance of calcareous sand treated with microbially induced calcium carbonate precipitation44
Centrifuge modeling of seismic response and failure mode of a slope reinforced by a pile-anchor structure43
Seismic performance of pile group-structure system in liquefiable and non-liquefiable soil from large-scale shake table tests43
Seismic-induced dynamic responses in a poro-elastic seabed: Solutions of different formulations42
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
Multivariate adaptive regression splines model for prediction of the liquefaction-induced settlement of shallow foundations40
Numerical modelling of the fluid–seabed-structure interactions considering the impact of principal stress axes rotations38
Tuned mass dampers in wind response control of wind turbine with soil-structure interaction37
An integrated SEM-Newmark model for physics-based regional coseismic landslide assessment37
Optimal intensity measures for probabilistic seismic demand models of a cable-stayed bridge based on generalized linear regression models37
Dynamic responses of frozen subgrade soil exposed to freeze-thaw cycles37
R2R-EU: Software for fragility fitting and evaluation of estimation uncertainty in seismic risk analysis36
Shaking table tests of the seismic response of a utility tunnel with a joint connection36
Experimental study on cyclic performance of steel-hollow core partially encased composite spliced frame beam36
Seismic performance of a Low-Cost base isolation system for unreinforced brick Masonry buildings in developing countries36
Analytical fragility curves of shallow-founded structures subjected to Soil-Structure Interaction (SSI) effects35
Dynamic response of the multilayered half-space medium due to the spatially periodic harmonic moving load35
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 system35
Torsional complex impedance of pipe pile considering pile installation and soil plug effect35
Experimental evaluation of extra-stroke displacement capacity for Curved Surface Slider devices35
Dynamic soil-structure interaction models for fragility characterisation of buildings with shallow foundations35
Seismic performance of optimal Multi-Tuned Liquid Column Damper-Inerter (MTLCDI) applied to adjacent high-rise buildings34
Machine learning-based seismic fragility and seismic vulnerability assessment of reinforced concrete structures34
Particle breakage evolution during cyclic triaxial shearing of a carbonate sand34
Study on seismic behaviors of a double box utility tunnel with joint connections using shaking table model tests34
Response spectrum method for seismic analysis of monopile offshore wind turbine34
Low-cost hybrid design of masonry structures for developing countries: Shaking table tests33
Fractal damage and crack propagation in decoupled charge blasting33
Challenges and opportunities for the application of integral abutment bridges in earthquake-prone areas: A review33
Experimental study and numerical simulation on dynamic soil‐structure interaction under earthquake excitations32
Seismic response analysis of intake tower structure under near-fault ground motions with forward-directivity and fling-step effects32
Seismic response of SMA-based self-centering buckling-restrained braced frames under near-fault ground motions31
Effect of ground motion characteristics on seismic fragility of subway station31
Earthquake-induced nonlinear sloshing response of above-ground steel tanks with damped or undamped floating roof31
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-201931
Assessment of lifetime seismic resilience of a long-span cable-stayed bridge exposed to structural corrosion31
Seismic cracking evolution for anti-seepage face slabs in concrete faced rockfill dams based on cohesive zone model in explicit SBFEM-FEM frame31
Directional strength and stiffness characteristics of inherently anisotropic sand: The influence of deposition inclination30
Numerical analysis of LEAP centrifuge tests on sloping liquefiable ground: Influence of dilatancy and post-liquefaction shear deformation30
Impact of the installation on the long-term cyclic behaviour of piles in sand: A numerical study30
A generalized response spectrum method for seismic response analysis of underground structure combined with viscous-spring artificial boundary30
Comparison of tree-based machine learning algorithms for predicting liquefaction potential using canonical correlation forest, rotation forest, and random forest based on CPT data30
Empirical resilience and vulnerability model of regional group structure considering optimized macroseismic intensity measure30
A risk-consistent approach to determine EN1998 behaviour factors for lateral load resisting systems30
Seismic reliability of reinforced concrete bridges subject to environmental deterioration and strengthened with FRCM composites30
A new geostatistical model for shear wave velocity profiles30
Liquefaction-induced settlement of the pile group under vertical and horizontal ground motions29
Estimation uncertainty for some common seismic fragility curve fitting methods29
Influence of ground motion duration on the seismic performance of earth slopes based on numerical analysis29
Seismic performance of bridge with unbonded posttensioned self-centering segmented concrete-filled steel-tube columns: An underwater shaking table test29
Application of endurance time method to seismic fragility evaluation of highway bridges considering scour effect29
Simplicity versus accuracy trade-off in estimating seismic fragility of existing reinforced concrete buildings29
Soil-structure interaction analyses of shallow-founded structures on a potential-liquefiable soil deposit28
Seismic fragility of existing RC buildings with corroded bars under earthquake sequences28
Seismic fragility and demand hazard analyses for earth slopes incorporating soil property variability28
Buried pipeline subjected to seismic landslide: A simplified analytical solution28
Sand-steel interface behaviour under large-displacement and cyclic shear28
Seismic axial behaviour of pile groups in non-liquefiable and liquefiable soils28
Stress-strain behavior and liquefaction strength characteristics of Ottawa F65 sand27
Inelastic dynamic response and fragility analysis of arched hydraulic tunnels under as-recorded far-fault and near-fault ground motions27
A novel PSO-KELM based soil liquefaction potential evaluation system using CPT and Vs measurements27
Mechanical behaviors of air spring-FPS three-dimensional isolation bearing and isolation performance analysis27
Analytical model of concrete-filled FRP-steel composite tube columns under cyclic axial compression27
Performance-based assessment of the seismic pseudo-static coefficient used in slope stability analysis27
Optimal intensity measures for the structural assessment of buried steel natural gas pipelines due to seismically-induced axial compression at geotechnical discontinuities27
A novel segmental cored column for upgrading the seismic performance of underground frame structures26
Numerical evaluation of the soil behavior during pipe-pile installation using impact and vibratory driving in sand26
Dynamic splitting tensile test of granite under freeze-thaw weathering26
Model experimental study on controlled blasting of slit charge in deep rock mass26
Seismic fragility analysis of shear-critical concrete columns considering corrosion induced deterioration effects26
Introduction of the axial force terms to governing equation for buried pipeline subjected to strike-slip fault movements26
Active length of a continuous pipe or tunnel subjected to reverse faulting25
The evaluation on shock absorption performance of buffer layer around the cross section of tunnel lining25
Seismic performance of block-type quay walls with liquefiable calcareous sand backfill25
Three-dimensional constitutive model for cyclic behavior of soil-structure interfaces25
Cloud Capacity Spectrum Method: Accounting for record-to-record variability in fragility analysis using nonlinear static procedures25
Upper bound analysis of collapse failure of deep tunnel under karst cave considering seismic force25
Investigation of five different low-cost locally available isolation layer materials used in sliding base isolation systems25
Degradation model of the dynamic mechanical properties and damage failure law of sandstone under freeze-thaw action25
Seismic upgrading of existing masonry structures: A state-of-the-art review25
Enhanced endurance-time-method (EETM) for efficient seismic fragility, risk and resilience assessment of structures24
The site effects in Izmir Bay of October 30 2020, M7.0 Samos Earthquake24
Design and numerical analysis of a damage-controllable mechanical hinge beam-to-column connection24
Response of buried pipeline subjected to reverse faulting24
An improved equivalent energy-based design procedure for seismic isolation system of simply supported bridge in China's high-speed railway24
Effect of the loading frequency on the sand liquefaction behaviour in cyclic triaxial tests24
A substructure method for seismic responses of offshore wind turbine considering nonlinear pile-soil dynamic interaction24
Plastic damage analysis of pile foundation of nuclear power plants under beyond-design basis earthquake excitation24
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
Experimental study on dynamic fracture behaviors of Beishan NSCB and CCNSCB granite specimens under different loading rates23
Material point method for large-deformation modeling of coseismic landslide and liquefaction-induced dam failure23
Centrifuge modeling of batter pile foundations in laterally spreading soil23
Stiffness and load sharing characteristics of piled raft foundations subjected to dynamic loads23
Lateral dynamic response of pile group embedded in unsaturated soil23
Up-to-date PSHA along the Gulf of Aqaba-Dead Sea transform fault23
Failures of masonry dwelling triggered by East Anatolian Fault earthquakes in Turkey23
Small-strain dynamic properties of siliceous-carbonate sand under stress anisotropy22
Seismic design method for multi-story SMA braced frames based on inelastic displacement ratio22
Optimum design of seismic isolation systems using metaheuristic search methods22
Numerical analysis of dynamic compaction using FEM-SPH coupling method22
Seismic vulnerability analysis for shallow-buried underground frame structure considering 18 existing subway stations22
Ground motion amplification models for Japan using machine learning techniques22
Explainable machine learning model for liquefaction potential assessment of soils using XGBoost-SHAP22
Effect of longitudinally varying characteristics of soil on metro train-induced ground vibrations based on wave propagation analysis22
Verification of attenuation models based on strong ground motion data in Northern Thailand22
Risk-informed sensitivity analysis and optimization of seismic mitigation strategy using Gaussian process surrogate model22
Design optimization of triple friction pendulums for high-rise buildings considering both seismic and wind loads22
Effects of near-field ground motions and soil-structure interaction on dynamic response of a cable-stayed bridge22
Optimal design of dual isolated structure with supplemental tuned inerter damper based on performance requirements22
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
Improved pushover method for seismic analysis of shallow buried underground rectangular frame structure21
On the relationship between soil strength and wave velocities of sandy loess subjected to freeze-thaw cycling21
Effect of bedrock stiffness and thickness on numerical simulation of seismic site response. Italian case studies21
Effect of deconstructed tire under sleeper pad on railway ballast degradation under cyclic loading21
Seismic performance evaluation of a viscous damper-outrigger system based on response spectrum analysis21
Pile-soil interaction under cyclic lateral load in loose sand: Experimental and numerical evaluations21
Dynamic characteristics of warm frozen soil under direct shear test-comparison with dynamic triaxial test21
Three-dimensional seismic performance analysis of large and complex underground pipe trench structure21
Analytical fragility curves for assessment of the seismic vulnerability of HP/HT unburied subsea pipelines21
Implementation of the novel perfectly matched layer element for elastodynamic problems in time-domain finite element method21
Potential bias of conventional structural seismic fragility for bridge structures under pulse-like ground motions: Bias evaluation and strategy improvement21
Dynamic behaviors of fine-grained subgrade soil under single-stage and multi-stage intermittent cyclic loading: Permanent deformation and its prediction model21
Seismic isolation design of structure using variable friction pendulum bearings21
Verification of multi-level SMA/lead rubber bearing isolation system for seismic protection of bridges21
Damping reduction factors for adjacent buildings connected by fluid-viscous dampers20
Stochastic dynamic response and seismic fragility analysis for high concrete face rockfill dams considering earthquake and parameter uncertainties20
Seismic responses of monopile-supported offshore wind turbines in soft clays under scoured conditions20
Comparative response of Kashmir Basin and its surroundings to the earthquake shaking based on various site effects20
Robust design optimization for SMA based nonlinear energy sink with negative stiffness and friction20
Bayesian inference of empirical ground motion models to pseudo-spectral accelerations of south Iceland seismic zone earthquakes based on informative priors20
Shaking table test and numerical simulation on seismic performance of prefabricated corrugated steel utility tunnels on liquefiable ground20
Mechanical behavior of buried composite pipelines subjected to strike-slip fault movement20
Numerical modeling of soil liquefaction and lateral spreading using the SANISAND-Sf model in the LEAP experiments20
3D modeling of the influence of a splay fault on controlling the propagation of nonlinear stress waves induced by blast loading20
Multifractal analysis and wavelet leaders for structural damage detection of structures subjected to earthquake excitation20
Investigation of seismic behavior of slope reinforced by anchored pile structures using shaking table tests20
Simplified analytical solution for circular tunnel under obliquely incident SV wave20
Roles of pile-group and cap-rotation effects on seismic failure mechanisms of partially-embedded bridge foundations: Quasi-static tests20
Shakedown analysis of recycled materials as railway capping layer under cyclic loading20
Large shaking table tests of pile-supported structures in different ground conditions19
Effects of near-fault ground motions on dynamic response of slopes based on shaking table model tests19
Horizontal dynamic response of partially embedded single pile in unsaturated soil under combined loads19
Data cleaning and feature selection for gravelly soil liquefaction19
Topographic amplification of ground motions incorporating uncertainty in subsurface soils with extensive geological borehole data19
Effect of particle size on the failure behavior of cemented coral sand under impact loading19
Detection and extraction of velocity pulses of near-fault ground motions using asymmetric Gaussian chirplet model19
Seismic bearing capacity of strip footings placed near c-φ soil slopes19
Experimental and theoretical study of seismic and progressive collapse resilient composite frames19
Experimental and numerical modeling on the liquefaction potential and ground settlement of silt-interlayered stratified sands19
Effect of imperfect interfaces on dynamic response of a composite lining tunnel with an isolation layer under plane P and SV waves19
Evaluation of the particle breakage of calcareous sand based on the detailed probability of grain survival: An application of repeated low-energy impacts19
Effect of nearby ground structures on the seismic response of underground structures in saturated sand19
Analytical solution for seismic response of tunnels with composite linings in elastic ground subjected to Rayleigh waves19
Influence of construction age on seismic vulnerability of masonry buildings damaged after 2009 L'Aquila earthquake19
Active tuned mass damper based vibration control for seismic excited adjacent buildings under actuator saturation18
A procedure for developing uncertainty-consistent Vs profiles from inversion of surface wave dispersion data18
Theoretical solution of the vibration response of the buried flexible HDPE pipe under impact load induced by rock blasting18
Exploring the reliability of different artificial intelligence techniques in predicting earthquake for Malaysia18
Prediction of spectral accelerations of aftershock ground motion with deep learning method18
Assessment of seismic behavior of back-to-back mechanically stabilized earth walls using 1g shaking table tests18
Building coupling loss measurement and prediction due to train-induced vertical vibrations18
A shaking table-based experimental study of seismic response of shield-enlarge-dig type's underground subway station in liquefiable ground18
The seismic response mechanisms of segmental lining structures applied in fault-crossing mountain tunnel: The numerical investigation and experimental validation18
A holistic framework for seismic analysis of extended pile-shaft-supported bridges against different extents of liquefaction and lateral spreading18
Investigation on the undrained shear strength of loose sand with added materials at various mean diameter ratios18
Generation of fully non-stationary random processes consistent with target seismic accelerograms18
Comprehensive investigation and analysis of liquefaction damage caused by the Ms7.4 Maduo earthquake in 2021 on the Tibetan Plateau, China18
A CPT-based effective stress analysis procedure for liquefaction assessment18
Steady-state response of flexible combined pile-raft foundation under dynamic loading18
Dynamic properties of sand-bitumen mixtures as a geotechnical seismic isolation material18
Dynamic probabilistic analysis of non-homogeneous slopes based on a simplified deterministic model18
Building damage due to vibration from rock blasting18
Critical buckling load of pile in liquefied soil18
Conditions of structural irregularity. Relationships with observed earthquake damage in Mexico City in 201718
Analysis of pounding between adjacent buildings founded on different soil types18
Shaking table test on seismic responses of a wind turbine tower subjected to pulse-type near-field ground motions18
Foundation impedance functions from full-scale soil-structure interaction tests18
Tripod suction caisson foundations for offshore wind energy and their monotonic and cyclic responses in silty sand: Numerical predictions for centrifuge model tests18
Characterization of permanent deformation of fine-grained subgrade soil under intermittent loading18
A three-dimensional investigation on performance of batter pile groups in laterally spreading ground18
On the initiation mechanism of the Daguangbao landslide triggered by the 2008 Wenchuan (Ms 7.9) earthquake18
Seismic overturning fragility analysis for freestanding building contents subjected to horizontal bidirectional floor motions18
Influence of soil-structure interaction on the site-specific seismic demand to masonry towers17
Simulating the near-field pulse-like ground motions of the Imperial Valley, California, earthquake17
A simple single bounding surface model for undrained cyclic behaviours of saturated clays and its numerical implementation17
An innovative methodology for hybrid vibration control (MR+TMD) of buildings under seismic excitations17
Improved seismic intensity measures and regional structural risk estimation models17
Bearing capacity factors of T-bar from surficial to stable penetration into deep-sea sediments17
An anti-fault study of basalt fiber reinforced concrete in tunnels crossing a stick-slip fault17
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 validation17
Assessment of tamping-based specimen preparation methods on static liquefaction of loose silty sand17
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
Full-scale test on seismic performance of circumferential joint of shield-driven tunnel17
Local and regional evaluation of liquefaction potential index and liquefaction severity number for liquefaction-induced sand boils in pohang, South Korea17
Seismic fragility curves of steel structures including soil-structure interaction and variation of soil parameters17
Experimental study on wave isolation performance of periodic barriers17
Numerical analysis of the structural response of unburied offshore pipelines crossing active normal and reverse faults17
Quantification of seismic mitigation performance of periodic foundations with soil-structure interaction17
Effect of model scale on helical piles response established from shake table tests17
Nonlinear periodic foundations for seismic protection: Practical design, realistic evaluation and stability considerations17
Influence of site factors on offshore ground motions: Observed Results and Numerical Simulation17
Influence of the seismic shear proportioning factor on steel MRFs seismic performances16
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
Effect of input frequency on the seismic response of deep circular tunnels16
Isolation of ground vibration induced by high speed railway by DXWIB: Field investigation16
Liquefaction resistance of Christchurch sandy soils from direct simple shear tests16
Effect of CPRF on nonlinear seismic response of an NPP structure considering raft-pile-soil-structure-interaction16
Experimental validation of a simplified soil-structure interaction approach for the prediction of vibrations in buildings due to railway traffic16
Influence of mild steel damper design parameters on energy dissipation performance of low-damage self-centering precast concrete frame connections16
Undrained cyclic behavior of granular materials considering initial static shear effect: Insights from discrete element modeling16
Fuzzy seismic fragility analysis of gravity dams considering spatial variability of material parameters16
Parametric study of structural parameters affecting seismic stability in slopes reinforced by pile-anchor structures16
Prediction of secant shear modulus and damping ratio for an extremely dilative silica sand based on machine learning techniques16
Experimental and numerical assessment of confined infill walls with openings and textile-reinforced mortar16
DEM investigation on the mechanical behaviors of flawed specimens subjected to coupled static-dynamic loads16
Seismic vulnerability of bhutanese vernacular stone masonry buildings: From damage observation to fragility analysis16
On the influence of the sample preparation method on strain accumulation in sand under high-cyclic loading16
Pulse-like ground motions: Statistical characteristics, and GMPE development for the Iranian Plateau16
Dynamic behavior of cement-stabilized organic-matter-disseminated sand under cyclic triaxial condition16
Displacement reconstruction from measured accelerations and accuracy control of integration based on a low-frequency attenuation algorithm16
A coupled meshless-SBFEM-FEM approach in simulating soil-structure interaction with cross-scale model16
Evaluation of the effects of shaking history on liquefaction and cone penetration resistance using shake table tests16
Shaking table test and numerical simulation on ultra-large diameter shield tunnel passing through soft-hard stratum16
Failure mechanism of rock masses with complex geological conditions in a large underground cavern: A case study16
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