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 2020-07-01 to 2024-07-01.)
ArticleCitations
Prediction of ground vibration induced by blasting operations through the use of the Bayesian Network and random forest models139
Adaptive-passive tuned mass damper for structural aseismic protection including soil–structure interaction88
Effect of particle shape on the liquefaction resistance of calcareous sands77
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 motions75
Selection of optimal intensity measures for fragility assessment of circular tunnels in soft soil deposits72
The advancement of seismic isolation and energy dissipation mechanisms based on friction65
Experimental study on cyclic performance of steel-hollow core partially encased composite spliced frame beam60
Earthquake response of monopiles and caissons for Offshore Wind Turbines founded in liquefiable soil58
Resilience assessment of tunnels: Framework and application for tunnels in alluvial deposits exposed to seismic hazard58
Seismic resilient design with base isolation device using friction pendulum bearing and viscous damper56
Applicability analysis of high-speed railway system under the action of near-fault ground motion55
Effects of spatial variability of weak layer and seismic randomness on rock slope stability and reliability analysis55
Dynamic shear modulus and damping ratio of clay mixed with waste rubber using cyclic triaxial apparatus54
Machine learning-based seismic fragility and seismic vulnerability assessment of reinforced concrete structures52
Response of low-rise building with geotechnical seismic isolation system52
Numerical investigation on the stress evolution and failure behavior for deep roadway under blasting disturbance52
Seismic performance of pile group-structure system in liquefiable and non-liquefiable soil from large-scale shake table tests51
Spatiotemporally explicit earthquake prediction using deep neural network50
Effects of activated carbon on liquefaction resistance of calcareous sand treated with microbially induced calcium carbonate precipitation49
Near-fault pulse seismic ductility spectra for bridge columns based on machine learning49
Evaluation of a novel application of earthquake HVSR in site-specific amplification estimation44
Dynamic responses of frozen subgrade soil exposed to freeze-thaw cycles42
Seismic performance of a novel partial precast RC shear wall with reserved cast-in-place base and wall edges41
Seismic performance of a Low-Cost base isolation system for unreinforced brick Masonry buildings in developing countries41
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 system40
Failure mechanism of rock masses with complex geological conditions in a large underground cavern: A case study39
Seismic performance of optimal Multi-Tuned Liquid Column Damper-Inerter (MTLCDI) applied to adjacent high-rise buildings39
Numerical modelling of the fluid–seabed-structure interactions considering the impact of principal stress axes rotations39
Dynamic response of the multilayered half-space medium due to the spatially periodic harmonic moving load38
Particle breakage evolution during cyclic triaxial shearing of a carbonate sand38
Effect of ground motion characteristics on seismic fragility of subway station38
Sand-steel interface behaviour under large-displacement and cyclic shear37
Fractal damage and crack propagation in decoupled charge blasting37
Study on seismic behaviors of a double box utility tunnel with joint connections using shaking table model tests37
Response spectrum method for seismic analysis of monopile offshore wind turbine37
Analytical fragility curves of shallow-founded structures subjected to Soil-Structure Interaction (SSI) effects36
Assessment of lifetime seismic resilience of a long-span cable-stayed bridge exposed to structural corrosion36
Experimental evaluation of extra-stroke displacement capacity for Curved Surface Slider devices36
Experimental study and numerical simulation on dynamic soil‐structure interaction under earthquake excitations36
Stress-strain behavior and liquefaction strength characteristics of Ottawa F65 sand35
A novel PSO-KELM based soil liquefaction potential evaluation system using CPT and Vs measurements35
Explainable machine learning model for liquefaction potential assessment of soils using XGBoost-SHAP35
Comparison of tree-based machine learning algorithms for predicting liquefaction potential using canonical correlation forest, rotation forest, and random forest based on CPT data35
Numerical analysis of LEAP centrifuge tests on sloping liquefiable ground: Influence of dilatancy and post-liquefaction shear deformation34
Challenges and opportunities for the application of integral abutment bridges in earthquake-prone areas: A review34
Low-cost hybrid design of masonry structures for developing countries: Shaking table tests33
Influence of ground motion duration on the seismic performance of earth slopes based on numerical analysis33
Earthquake-induced nonlinear sloshing response of above-ground steel tanks with damped or undamped floating roof33
Simplicity versus accuracy trade-off in estimating seismic fragility of existing reinforced concrete buildings33
Directional strength and stiffness characteristics of inherently anisotropic sand: The influence of deposition inclination33
Seismic response of SMA-based self-centering buckling-restrained braced frames under near-fault ground motions33
Impact of the installation on the long-term cyclic behaviour of piles in sand: A numerical study33
Effect of the loading frequency on the sand liquefaction behaviour in cyclic triaxial tests33
A generalized response spectrum method for seismic response analysis of underground structure combined with viscous-spring artificial boundary33
Mechanical behaviors of air spring-FPS three-dimensional isolation bearing and isolation performance analysis33
A new geostatistical model for shear wave velocity profiles33
Seismic performance of bridge with unbonded posttensioned self-centering segmented concrete-filled steel-tube columns: An underwater shaking table test32
Buried pipeline subjected to seismic landslide: A simplified analytical solution32
Seismic upgrading of existing masonry structures: A state-of-the-art review32
Estimation uncertainty for some common seismic fragility curve fitting methods32
Seismic fragility of existing RC buildings with corroded bars under earthquake sequences32
Seismic reliability of reinforced concrete bridges subject to environmental deterioration and strengthened with FRCM composites32
Empirical resilience and vulnerability model of regional group structure considering optimized macroseismic intensity measure32
Numerical evaluation of the soil behavior during pipe-pile installation using impact and vibratory driving in sand30
Material point method for large-deformation modeling of coseismic landslide and liquefaction-induced dam failure30
Up-to-date PSHA along the Gulf of Aqaba-Dead Sea transform fault30
A substructure method for seismic responses of offshore wind turbine considering nonlinear pile-soil dynamic interaction29
Seismic fragility analysis of shear-critical concrete columns considering corrosion induced deterioration effects29
Seismic axial behaviour of pile groups in non-liquefiable and liquefiable soils29
Liquefaction-induced settlement of the pile group under vertical and horizontal ground motions29
Dynamic behaviors of fine-grained subgrade soil under single-stage and multi-stage intermittent cyclic loading: Permanent deformation and its prediction model29
Application of endurance time method to seismic fragility evaluation of highway bridges considering scour effect29
Seismic fragility and demand hazard analyses for earth slopes incorporating soil property variability29
Analytical model of concrete-filled FRP-steel composite tube columns under cyclic axial compression28
Stochastic dynamic response and seismic fragility analysis for high concrete face rockfill dams considering earthquake and parameter uncertainties28
Numerical modeling of soil liquefaction and lateral spreading using the SANISAND-Sf model in the LEAP experiments28
Dynamic splitting tensile test of granite under freeze-thaw weathering28
Model experimental study on controlled blasting of slit charge in deep rock mass28
Lateral dynamic response of pile group embedded in unsaturated soil27
Investigation of five different low-cost locally available isolation layer materials used in sliding base isolation systems27
Three-dimensional constitutive model for cyclic behavior of soil-structure interfaces27
Seismic vulnerability analysis for shallow-buried underground frame structure considering 18 existing subway stations27
Active length of a continuous pipe or tunnel subjected to reverse faulting27
Cloud Capacity Spectrum Method: Accounting for record-to-record variability in fragility analysis using nonlinear static procedures27
Seismic fragility analysis of high concrete faced rockfill dams based on plastic failure with support vector machine27
Design optimization of triple friction pendulums for high-rise buildings considering both seismic and wind loads27
Verification of multi-level SMA/lead rubber bearing isolation system for seismic protection of bridges27
Assessing the impact of inertial load on the buckling behavior of piles with large slenderness ratios in liquefiable deposits26
Pile-soil interaction under cyclic lateral load in loose sand: Experimental and numerical evaluations26
Seismic design method for multi-story SMA braced frames based on inelastic displacement ratio26
The site effects in Izmir Bay of October 30 2020, M7.0 Samos Earthquake26
Improved pushover method for seismic analysis of shallow buried underground rectangular frame structure25
Experimental study on dynamic fracture behaviors of Beishan NSCB and CCNSCB granite specimens under different loading rates25
Plastic damage analysis of pile foundation of nuclear power plants under beyond-design basis earthquake excitation25
Enhanced endurance-time-method (EETM) for efficient seismic fragility, risk and resilience assessment of structures25
Horizontal dynamic response of partially embedded single pile in unsaturated soil under combined loads25
Shaking table test and numerical simulation on ultra-large diameter shield tunnel passing through soft-hard stratum24
Investigation of seismic behavior of slope reinforced by anchored pile structures using shaking table tests24
Influence of the sloping ground conditions and the subsequent shaking events on the pile group response subjected to kinematic interactions for a liquefiable sloping ground24
An improved equivalent energy-based design procedure for seismic isolation system of simply supported bridge in China's high-speed railway24
Optimal design of dual isolated structure with supplemental tuned inerter damper based on performance requirements24
Potential bias of conventional structural seismic fragility for bridge structures under pulse-like ground motions: Bias evaluation and strategy improvement24
Shaking table test and numerical simulation on seismic performance of prefabricated corrugated steel utility tunnels on liquefiable ground24
Implementation of the novel perfectly matched layer element for elastodynamic problems in time-domain finite element method23
Seismic isolation design of structure using variable friction pendulum bearings23
Effect of longitudinally varying characteristics of soil on metro train-induced ground vibrations based on wave propagation analysis23
Robust design optimization for SMA based nonlinear energy sink with negative stiffness and friction23
Dynamic characterization of recycled glass-recycled concrete blends using experimental analysis and artificial neural network modeling23
Building coupling loss measurement and prediction due to train-induced vertical vibrations23
An anti-fault study of basalt fiber reinforced concrete in tunnels crossing a stick-slip fault23
Influence of construction age on seismic vulnerability of masonry buildings damaged after 2009 L'Aquila earthquake23
Centrifuge modeling of batter pile foundations in laterally spreading soil23
Analytical fragility curves for assessment of the seismic vulnerability of HP/HT unburied subsea pipelines23
Numerical analysis of dynamic compaction using FEM-SPH coupling method23
Mechanical behavior of buried composite pipelines subjected to strike-slip fault movement22
Risk-informed sensitivity analysis and optimization of seismic mitigation strategy using Gaussian process surrogate model22
Effect of CPRF on nonlinear seismic response of an NPP structure considering raft-pile-soil-structure-interaction22
Seismic behavior and reliability of variable friction damped self-centering prestressed concrete frames considering bolt bearing22
The seismic response mechanisms of segmental lining structures applied in fault-crossing mountain tunnel: The numerical investigation and experimental validation22
Seismic performance evaluation of a viscous damper-outrigger system based on response spectrum analysis22
Large shaking table tests of pile-supported structures in different ground conditions22
Improved seismic intensity measures and regional structural risk estimation models22
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 validation22
Effect of particle size on the failure behavior of cemented coral sand under impact loading22
Multifractal analysis and wavelet leaders for structural damage detection of structures subjected to earthquake excitation22
On the relationship between soil strength and wave velocities of sandy loess subjected to freeze-thaw cycling21
Effect of imperfect interfaces on dynamic response of a composite lining tunnel with an isolation layer under plane P and SV waves21
Three-dimensional seismic performance analysis of large and complex underground pipe trench structure21
Characterization of permanent deformation of fine-grained subgrade soil under intermittent loading21
Local and regional evaluation of liquefaction potential index and liquefaction severity number for liquefaction-induced sand boils in pohang, South Korea21
Analytical solution for seismic response of tunnels with composite linings in elastic ground subjected to Rayleigh waves21
Critical buckling load of pile in liquefied soil21
Data cleaning and feature selection for gravelly soil liquefaction21
Experimental study on wave isolation performance of periodic barriers21
Seismic performance analysis of multi-story steel frames equipped with FeSMA BRBs21
Optimal single concave sliding device properties for isolated multi-span continuous deck bridges depending on the ground motion characteristics21
Effect of model scale on helical piles response established from shake table tests21
Fuzzy seismic fragility analysis of gravity dams considering spatial variability of material parameters21
Seismic responses of monopile-supported offshore wind turbines in soft clays under scoured conditions21
Building damage due to vibration from rock blasting21
Shakedown analysis of recycled materials as railway capping layer under cyclic loading21
3D modeling of the influence of a splay fault on controlling the propagation of nonlinear stress waves induced by blast loading21
Topographic amplification of ground motions incorporating uncertainty in subsurface soils with extensive geological borehole data21
A procedure for developing uncertainty-consistent Vs profiles from inversion of surface wave dispersion data21
Shaking table test on seismic responses of a wind turbine tower subjected to pulse-type near-field ground motions21
Prediction of spectral accelerations of aftershock ground motion with deep learning method21
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
Simplified analytical solution for circular tunnel under obliquely incident SV wave21
Experimental and theoretical study of seismic and progressive collapse resilient composite frames21
Effect of nearby ground structures on the seismic response of underground structures in saturated sand21
A holistic framework for seismic analysis of extended pile-shaft-supported bridges against different extents of liquefaction and lateral spreading21
Conditions of structural irregularity. Relationships with observed earthquake damage in Mexico City in 201720
Steady-state response of flexible combined pile-raft foundation under dynamic loading20
Influence of the seismic shear proportioning factor on steel MRFs seismic performances20
Seismic-induced vibration control of a multi-story building with double tuned mass dampers considering soil-structure interaction20
Damping reduction factors for adjacent buildings connected by fluid-viscous dampers20
Assessment of seismic behavior of back-to-back mechanically stabilized earth walls using 1g shaking table tests20
Seismic bearing capacity of strip footings placed near c-φ soil slopes20
A simple single bounding surface model for undrained cyclic behaviours of saturated clays and its numerical implementation20
Full-scale test on seismic performance of circumferential joint of shield-driven tunnel20
Influence of site factors on offshore ground motions: Observed Results and Numerical Simulation20
Parametric study of structural parameters affecting seismic stability in slopes reinforced by pile-anchor structures19
Dynamic probabilistic analysis of non-homogeneous slopes based on a simplified deterministic model19
Effect of non-plastic fines on the anisotropic small strain stiffness of a calcareous sand19
Ground vibration induced by maglev trains running inside tunnel: Numerical modelling and experimental validation19
Seismic overturning fragility analysis for freestanding building contents subjected to horizontal bidirectional floor motions19
Multi-pulse characteristics of near-fault ground motions19
Analysis of pounding between adjacent buildings founded on different soil types19
Comprehensive investigation and analysis of liquefaction damage caused by the Ms7.4 Maduo earthquake in 2021 on the Tibetan Plateau, China19
Evaluation of the particle breakage of calcareous sand based on the detailed probability of grain survival: An application of repeated low-energy impacts19
Bearing capacity factors of T-bar from surficial to stable penetration into deep-sea sediments19
Effects of near-fault ground motions on dynamic response of slopes based on shaking table model tests19
Seismic damage assessment of a historic masonry building under simulated scenario earthquakes: A case study for Arge-Tabriz19
Prediction of secant shear modulus and damping ratio for an extremely dilative silica sand based on machine learning techniques19
A shaking table-based experimental study of seismic response of shield-enlarge-dig type's underground subway station in liquefiable ground19
Generation of fully non-stationary random processes consistent with target seismic accelerograms19
Seismic performance assessment of a super high-rise twin-tower structure connected with rotational friction negative stiffness damper and lead rubber bearing19
Predicting method on settlement of soft subgrade soil caused by traffic loading involving principal stress rotation and loading frequency19
Assessment of tamping-based specimen preparation methods on static liquefaction of loose silty sand19
Seismic performance and effective isolation of a large multilayered underground subway station19
Experimental and numerical investigations on seismic responses of wind turbine structures with amplifying damping transfer system19
A three-dimensional investigation on performance of batter pile groups in laterally spreading ground19
Nonlinear periodic foundations for seismic protection: Practical design, realistic evaluation and stability considerations19
On the initiation mechanism of the Daguangbao landslide triggered by the 2008 Wenchuan (Ms 7.9) earthquake19
Active tuned mass damper based vibration control for seismic excited adjacent buildings under actuator saturation19
Novel locally resonant and widely scalable seismic metamaterials for broadband mitigation of disturbances in the very low frequency range of 0–33 Hz19
Design of monopiles for offshore and nearshore wind turbines in seismically liquefiable soils: Methodology and validation19
Method to evaluate the dynamic structure-soil-structure interaction of 3-D buildings arrangement due to seismic excitation19
Experimental and numerical modeling on the liquefaction potential and ground settlement of silt-interlayered stratified sands19
Nonlocal stress analysis of an irregular FGFPM structure imperfectly bonded to fiber-reinforced substrate subjected to moving load19
Machine-learning-based predictive models for estimating seismically-induced slope displacements19
Experimental investigation of the seismic response of shallow-buried subway station in liquefied soil19
Seismic performance of earth dams founded on liquefiable soil layer subjected to near-fault pulse-like ground motions19
Probabilistic framework for regional loss assessment due to earthquake-induced liquefaction including epistemic uncertainty18
Pulse-like ground motions: Statistical characteristics, and GMPE development for the Iranian Plateau18
Effect of flexibility ratio on seismic response of rectangular tunnels in sand: Experimental and numerical investigation18
A coupled meshless-SBFEM-FEM approach in simulating soil-structure interaction with cross-scale model18
A coupled stick-slip-rotation model for earthquake-induced sliding displacement of slopes in Iran18
Investigation on the undrained shear strength of loose sand with added materials at various mean diameter ratios18
Seismic assessment of wind turbines: How crucial is rotor-nacelle-assembly numerical modeling?18
Theoretical solution of the vibration response of the buried flexible HDPE pipe under impact load induced by rock blasting18
An innovative methodology for hybrid vibration control (MR+TMD) of buildings under seismic excitations18
Study on instability and damage of a loess slope under strong ground motion by numerical simulation18
Seismic performance improvement of underground frame structures by changing connection type between sidewalls and slab18
Dynamic behavior of cement-stabilized organic-matter-disseminated sand under cyclic triaxial condition18
Seismic fragility curves of steel structures including soil-structure interaction and variation of soil parameters18
Dynamic behaviour and failure mechanism of coal subjected to coupled water-static-dynamic loads18
Numerical analysis of the structural response of unburied offshore pipelines crossing active normal and reverse faults18
Exploring the reliability of different artificial intelligence techniques in predicting earthquake for Malaysia18
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
Influence of mild steel damper design parameters on energy dissipation performance of low-damage self-centering precast concrete frame connections18
Performance of high-damping rubber bearings for seismic isolation of residential buildings in Turkey18
Using viscoelastic materials to mitigate earthquake-induced pounding between adjacent frames with unequal height considering soil-structure interactions18
Liquefaction mitigation mechanisms of stone column-improved ground by dynamic centrifuge model tests18
Novel adaptive hysteretic damper for enhanced seismic protection of braced buildings18
Simulating the near-field pulse-like ground motions of the Imperial Valley, California, earthquake18
Seismic vulnerability of bhutanese vernacular stone masonry buildings: From damage observation to fragility analysis18
Simultaneous optimization of placement and parameters of rotational friction dampers for seismic-excited steel moment-resisting frames18
Field investigation into the vibration characteristics at the embankment of ballastless tracks induced by high-speed trains in frozen regions18
Seismic hazard map of India and neighbouring regions17
New method to calculate the kinematic response of offshore pipe piles under seismic S-waves17
Multi-attribute seismic data spectrum analysis of tunnel orthogonal underpass landslide shaking table test17
Dynamic response of unsaturated poroelastic ground underlying uneven pavement subjected to vehicle load17
Recovery and reconstruction of schools after M 7.3 Ezgeleh-Sarpole-Zahab earthquake; part II: Recovery process and resiliency calculation17
Particle shape influence on the deformation resistance of carbonate sands under drained condition17
New fundamental period formulae for soil-reinforced concrete structures interaction using machine learning algorithms and ANNs17
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
Study on seismic performance and index limits quantification for prefabricated subway station structures17
A new permanent displacement model considering pulse-like ground motions and its application in landslide hazard assessment17
Effect of input frequency on the seismic response of deep circular tunnels17
Lateral displacement control of modular-block reinforced soil retaining walls under horizontal seismic loading17
Reconstructing a 3D model from geophysical data for local amplification modelling: The study case of the upper Rhone valley, Switzerland17
The potential of region-specific machine-learning-based ground motion models: Application to Turkey17
Kinematic seismic response of end-bearing piles to S-waves17
Optimal selection of scalar and vector-valued seismic intensity measures based on Gaussian Process Regression17
Analytical solution for the mechanical responses of transversely isotropic viscoelastic multi-layered asphalt pavement subjected to moving harmonic load17
Liquefaction resistance of Christchurch sandy soils from direct simple shear tests17
Influences of earthquake input models on nonlinear seismic performances of minaret-foundation-soil interaction systems17
Concept design of jacket foundations for offshore wind turbines in 10 steps17
Combined effect of fines content and uniformity coefficient on cyclic liquefaction resistance of silty sands17
Dynamic soil properties of nanoparticles and bioenzyme treated soft clay17
The effect of soil improvement and auxiliary rails at railway track transition zones17
Energy-based liquefaction evaluation for induced strain and surface settlement ― evaluation steps and case studies ―17
Near-fault earthquakes with pulse-like horizontal and vertical seismic ground motion components: Analysis and effects on elastomeric bearings17
Design and performance evaluation of inerter-based tuned mass dampers for a ground acceleration excited structure17
Prediction of lateral spreading displacement using conditional Generative Adversarial Network (cGAN)17
Experimental validation of a simplified soil-structure interaction approach for the prediction of vibrations in buildings due to railway traffic17
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