Soil Dynamics and Earthquake Engineering

Papers
(The median citation count of Soil Dynamics and Earthquake Engineering is 4. 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 2020-09-01 to 2024-09-01.)
ArticleCitations
Prediction of ground vibration induced by blasting operations through the use of the Bayesian Network and random forest models145
Adaptive-passive tuned mass damper for structural aseismic protection including soil–structure interaction96
Effect of particle shape on the liquefaction resistance of calcareous sands80
Selection of optimal intensity measures for fragility assessment of circular tunnels in soft soil deposits78
Performance of a nonlinear hybrid base isolation system under the ground motions77
Experimental and numerical investigations on dynamic mechanical responses and failure process of gas-bearing coal under impact load76
Machine learning-based seismic fragility and seismic vulnerability assessment of reinforced concrete structures74
The advancement of seismic isolation and energy dissipation mechanisms based on friction70
Experimental study on cyclic performance of steel-hollow core partially encased composite spliced frame beam66
Earthquake response of monopiles and caissons for Offshore Wind Turbines founded in liquefiable soil62
Effects of spatial variability of weak layer and seismic randomness on rock slope stability and reliability analysis61
Resilience assessment of tunnels: Framework and application for tunnels in alluvial deposits exposed to seismic hazard59
Seismic resilient design with base isolation device using friction pendulum bearing and viscous damper59
Applicability analysis of high-speed railway system under the action of near-fault ground motion58
Spatiotemporally explicit earthquake prediction using deep neural network57
Dynamic shear modulus and damping ratio of clay mixed with waste rubber using cyclic triaxial apparatus57
Numerical investigation on the stress evolution and failure behavior for deep roadway under blasting disturbance53
Near-fault pulse seismic ductility spectra for bridge columns based on machine learning52
Seismic performance of pile group-structure system in liquefiable and non-liquefiable soil from large-scale shake table tests52
Response of low-rise building with geotechnical seismic isolation system52
Effects of activated carbon on liquefaction resistance of calcareous sand treated with microbially induced calcium carbonate precipitation50
Evaluation of a novel application of earthquake HVSR in site-specific amplification estimation44
Explainable machine learning model for liquefaction potential assessment of soils using XGBoost-SHAP44
Dynamic responses of frozen subgrade soil exposed to freeze-thaw cycles43
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 system43
Seismic performance of a novel partial precast RC shear wall with reserved cast-in-place base and wall edges42
Seismic performance of a Low-Cost base isolation system for unreinforced brick Masonry buildings in developing countries42
Fractal damage and crack propagation in decoupled charge blasting42
Dynamic response of the multilayered half-space medium due to the spatially periodic harmonic moving load41
Numerical modelling of the fluid–seabed-structure interactions considering the impact of principal stress axes rotations40
Effect of ground motion characteristics on seismic fragility of subway station40
Seismic performance of optimal Multi-Tuned Liquid Column Damper-Inerter (MTLCDI) applied to adjacent high-rise buildings40
Comparison of tree-based machine learning algorithms for predicting liquefaction potential using canonical correlation forest, rotation forest, and random forest based on CPT data39
Assessment of lifetime seismic resilience of a long-span cable-stayed bridge exposed to structural corrosion39
Study on seismic behaviors of a double box utility tunnel with joint connections using shaking table model tests39
Failure mechanism of rock masses with complex geological conditions in a large underground cavern: A case study39
Particle breakage evolution during cyclic triaxial shearing of a carbonate sand39
Response spectrum method for seismic analysis of monopile offshore wind turbine38
Sand-steel interface behaviour under large-displacement and cyclic shear38
Experimental study and numerical simulation on dynamic soil‐structure interaction under earthquake excitations38
Analytical fragility curves of shallow-founded structures subjected to Soil-Structure Interaction (SSI) effects38
A novel PSO-KELM based soil liquefaction potential evaluation system using CPT and Vs measurements37
Seismic response of SMA-based self-centering buckling-restrained braced frames under near-fault ground motions36
Low-cost hybrid design of masonry structures for developing countries: Shaking table tests36
Stress-strain behavior and liquefaction strength characteristics of Ottawa F65 sand36
Experimental evaluation of extra-stroke displacement capacity for Curved Surface Slider devices36
A new geostatistical model for shear wave velocity profiles36
Simplicity versus accuracy trade-off in estimating seismic fragility of existing reinforced concrete buildings35
Material point method for large-deformation modeling of coseismic landslide and liquefaction-induced dam failure35
Earthquake-induced nonlinear sloshing response of above-ground steel tanks with damped or undamped floating roof35
Effect of the loading frequency on the sand liquefaction behaviour in cyclic triaxial tests34
Seismic reliability of reinforced concrete bridges subject to environmental deterioration and strengthened with FRCM composites34
Impact of the installation on the long-term cyclic behaviour of piles in sand: A numerical study34
Directional strength and stiffness characteristics of inherently anisotropic sand: The influence of deposition inclination34
Influence of ground motion duration on the seismic performance of earth slopes based on numerical analysis34
Seismic performance of bridge with unbonded posttensioned self-centering segmented concrete-filled steel-tube columns: An underwater shaking table test34
A generalized response spectrum method for seismic response analysis of underground structure combined with viscous-spring artificial boundary34
Numerical analysis of LEAP centrifuge tests on sloping liquefiable ground: Influence of dilatancy and post-liquefaction shear deformation34
Mechanical behaviors of air spring-FPS three-dimensional isolation bearing and isolation performance analysis34
Seismic upgrading of existing masonry structures: A state-of-the-art review33
Estimation uncertainty for some common seismic fragility curve fitting methods32
Dynamic behaviors of fine-grained subgrade soil under single-stage and multi-stage intermittent cyclic loading: Permanent deformation and its prediction model32
Up-to-date PSHA along the Gulf of Aqaba-Dead Sea transform fault32
Empirical resilience and vulnerability model of regional group structure considering optimized macroseismic intensity measure32
Seismic fragility and demand hazard analyses for earth slopes incorporating soil property variability31
Seismic axial behaviour of pile groups in non-liquefiable and liquefiable soils31
Lateral dynamic response of pile group embedded in unsaturated soil31
Seismic fragility analysis of high concrete faced rockfill dams based on plastic failure with support vector machine30
Liquefaction-induced settlement of the pile group under vertical and horizontal ground motions30
Investigation of five different low-cost locally available isolation layer materials used in sliding base isolation systems30
Cloud Capacity Spectrum Method: Accounting for record-to-record variability in fragility analysis using nonlinear static procedures30
Application of endurance time method to seismic fragility evaluation of highway bridges considering scour effect30
Dynamic splitting tensile test of granite under freeze-thaw weathering30
A substructure method for seismic responses of offshore wind turbine considering nonlinear pile-soil dynamic interaction30
Stochastic dynamic response and seismic fragility analysis for high concrete face rockfill dams considering earthquake and parameter uncertainties30
Active length of a continuous pipe or tunnel subjected to reverse faulting29
Model experimental study on controlled blasting of slit charge in deep rock mass29
Verification of multi-level SMA/lead rubber bearing isolation system for seismic protection of bridges29
Numerical modeling of soil liquefaction and lateral spreading using the SANISAND-Sf model in the LEAP experiments29
Pile-soil interaction under cyclic lateral load in loose sand: Experimental and numerical evaluations29
Horizontal dynamic response of partially embedded single pile in unsaturated soil under combined loads29
Seismic design method for multi-story SMA braced frames based on inelastic displacement ratio28
Analytical model of concrete-filled FRP-steel composite tube columns under cyclic axial compression28
Design optimization of triple friction pendulums for high-rise buildings considering both seismic and wind loads28
The site effects in Izmir Bay of October 30 2020, M7.0 Samos Earthquake27
Assessing the impact of inertial load on the buckling behavior of piles with large slenderness ratios in liquefiable deposits27
Shaking table test and numerical simulation on ultra-large diameter shield tunnel passing through soft-hard stratum27
Effect of longitudinally varying characteristics of soil on metro train-induced ground vibrations based on wave propagation analysis27
Seismic vulnerability analysis for shallow-buried underground frame structure considering 18 existing subway stations27
Plastic damage analysis of pile foundation of nuclear power plants under beyond-design basis earthquake excitation27
Optimal single concave sliding device properties for isolated multi-span continuous deck bridges depending on the ground motion characteristics26
Robust design optimization for SMA based nonlinear energy sink with negative stiffness and friction26
Enhanced endurance-time-method (EETM) for efficient seismic fragility, risk and resilience assessment of structures26
An anti-fault study of basalt fiber reinforced concrete in tunnels crossing a stick-slip fault26
Seismic-induced vibration control of a multi-story building with double tuned mass dampers considering soil-structure interaction26
Investigation of seismic behavior of slope reinforced by anchored pile structures using shaking table tests26
Experimental study on dynamic fracture behaviors of Beishan NSCB and CCNSCB granite specimens under different loading rates26
Analytical fragility curves for assessment of the seismic vulnerability of HP/HT unburied subsea pipelines25
Optimal design of dual isolated structure with supplemental tuned inerter damper based on performance requirements25
Influence of construction age on seismic vulnerability of masonry buildings damaged after 2009 L'Aquila earthquake25
Improved pushover method for seismic analysis of shallow buried underground rectangular frame structure25
Improved seismic intensity measures and regional structural risk estimation models25
Dynamic characterization of recycled glass-recycled concrete blends using experimental analysis and artificial neural network modeling25
Potential bias of conventional structural seismic fragility for bridge structures under pulse-like ground motions: Bias evaluation and strategy improvement25
Numerical analysis of dynamic compaction using FEM-SPH coupling method25
Influence of the sloping ground conditions and the subsequent shaking events on the pile group response subjected to kinematic interactions for a liquefiable sloping ground25
Seismic performance evaluation of a viscous damper-outrigger system based on response spectrum analysis24
Seismic performance analysis of multi-story steel frames equipped with FeSMA BRBs24
Shaking table test and numerical simulation on seismic performance of prefabricated corrugated steel utility tunnels on liquefiable ground24
Using viscoelastic materials to mitigate earthquake-induced pounding between adjacent frames with unequal height considering soil-structure interactions24
Risk-informed sensitivity analysis and optimization of seismic mitigation strategy using Gaussian process surrogate model24
Effect of CPRF on nonlinear seismic response of an NPP structure considering raft-pile-soil-structure-interaction24
Seismic hazard map of India and neighbouring regions24
Building coupling loss measurement and prediction due to train-induced vertical vibrations24
Implementation of the novel perfectly matched layer element for elastodynamic problems in time-domain finite element method24
A procedure for developing uncertainty-consistent Vs profiles from inversion of surface wave dispersion data24
Characterization of permanent deformation of fine-grained subgrade soil under intermittent loading24
Simplified analytical solution for circular tunnel under obliquely incident SV wave24
Building damage due to vibration from rock blasting24
A holistic framework for seismic analysis of extended pile-shaft-supported bridges against different extents of liquefaction and lateral spreading23
Multifractal analysis and wavelet leaders for structural damage detection of structures subjected to earthquake excitation23
Seismic responses of monopile-supported offshore wind turbines in soft clays under scoured conditions23
Shaking table test on seismic responses of a wind turbine tower subjected to pulse-type near-field ground motions23
Seismic isolation design of structure using variable friction pendulum bearings23
Prediction of secant shear modulus and damping ratio for an extremely dilative silica sand based on machine learning techniques23
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 validation23
Seismic performance and effective isolation of a large multilayered underground subway station23
Local and regional evaluation of liquefaction potential index and liquefaction severity number for liquefaction-induced sand boils in pohang, South Korea23
Fuzzy seismic fragility analysis of gravity dams considering spatial variability of material parameters22
The seismic response mechanisms of segmental lining structures applied in fault-crossing mountain tunnel: The numerical investigation and experimental validation22
Seismic damage assessment of a historic masonry building under simulated scenario earthquakes: A case study for Arge-Tabriz22
Multi-pulse characteristics of near-fault ground motions22
Effect of imperfect interfaces on dynamic response of a composite lining tunnel with an isolation layer under plane P and SV waves22
Effect of model scale on helical piles response established from shake table tests22
Bearing capacity factors of T-bar from surficial to stable penetration into deep-sea sediments22
Full-scale test on seismic performance of circumferential joint of shield-driven tunnel22
Effect of nearby ground structures on the seismic response of underground structures in saturated sand22
Topographic amplification of ground motions incorporating uncertainty in subsurface soils with extensive geological borehole data22
Effect of particle size on the failure behavior of cemented coral sand under impact loading22
Seismic behavior and reliability of variable friction damped self-centering prestressed concrete frames considering bolt bearing22
Three-dimensional seismic performance analysis of large and complex underground pipe trench structure22
Seismic bearing capacity of strip footings placed near c-φ soil slopes22
Experimental and theoretical study of seismic and progressive collapse resilient composite frames22
Optimal selection of scalar and vector-valued seismic intensity measures based on Gaussian Process Regression22
Large shaking table tests of pile-supported structures in different ground conditions22
Prediction of spectral accelerations of aftershock ground motion with deep learning method22
Effect of deconstructed tire under sleeper pad on railway ballast degradation under cyclic loading22
Ground vibration induced by maglev trains running inside tunnel: Numerical modelling and experimental validation21
Near-fault earthquakes with pulse-like horizontal and vertical seismic ground motion components: Analysis and effects on elastomeric bearings21
A simple single bounding surface model for undrained cyclic behaviours of saturated clays and its numerical implementation21
Reconstructing a 3D model from geophysical data for local amplification modelling: The study case of the upper Rhone valley, Switzerland21
Data cleaning and feature selection for gravelly soil liquefaction21
Novel locally resonant and widely scalable seismic metamaterials for broadband mitigation of disturbances in the very low frequency range of 0–33 Hz21
Experimental study on wave isolation performance of periodic barriers21
New fundamental period formulae for soil-reinforced concrete structures interaction using machine learning algorithms and ANNs21
Effect of bedrock stiffness and thickness on numerical simulation of seismic site response. Italian case studies21
Influence of site factors on offshore ground motions: Observed Results and Numerical Simulation21
Experimental and numerical modeling on the liquefaction potential and ground settlement of silt-interlayered stratified sands21
3D modeling of the influence of a splay fault on controlling the propagation of nonlinear stress waves induced by blast loading21
Conditions of structural irregularity. Relationships with observed earthquake damage in Mexico City in 201721
On the relationship between soil strength and wave velocities of sandy loess subjected to freeze-thaw cycling21
Analysis of pounding between adjacent buildings founded on different soil types21
Steady-state response of flexible combined pile-raft foundation under dynamic loading21
Analytical solution for seismic response of tunnels with composite linings in elastic ground subjected to Rayleigh waves21
Shakedown analysis of recycled materials as railway capping layer under cyclic loading21
Design of monopiles for offshore and nearshore wind turbines in seismically liquefiable soils: Methodology and validation21
Numerical simulations of LEAP centrifuge tests for seismic response of liquefiable sloping ground20
Assessment of tamping-based specimen preparation methods on static liquefaction of loose silty sand20
Machine-learning-based predictive models for estimating seismically-induced slope displacements20
Seismic vulnerability of bhutanese vernacular stone masonry buildings: From damage observation to fragility analysis20
Study on instability and damage of a loess slope under strong ground motion by numerical simulation20
Influence of the seismic shear proportioning factor on steel MRFs seismic performances20
Effect of non-plastic fines on the anisotropic small strain stiffness of a calcareous sand20
Seismic fragility curves of steel structures including soil-structure interaction and variation of soil parameters20
Dynamic behaviour and failure mechanism of coal subjected to coupled water-static-dynamic loads20
Analytical solution for the mechanical responses of transversely isotropic viscoelastic multi-layered asphalt pavement subjected to moving harmonic load20
Simulating the near-field pulse-like ground motions of the Imperial Valley, California, earthquake20
Experimental investigation of the seismic response of shallow-buried subway station in liquefied soil20
Assessment of seismic behavior of back-to-back mechanically stabilized earth walls using 1g shaking table tests20
Seismic performance of earth dams founded on liquefiable soil layer subjected to near-fault pulse-like ground motions20
Seismic performance assessment of a super high-rise twin-tower structure connected with rotational friction negative stiffness damper and lead rubber bearing20
Generation of fully non-stationary random processes consistent with target seismic accelerograms20
Damping reduction factors for adjacent buildings connected by fluid-viscous dampers20
Seismic assessment of wind turbines: How crucial is rotor-nacelle-assembly numerical modeling?20
Concept design of jacket foundations for offshore wind turbines in 10 steps20
Study on seismic performance and index limits quantification for prefabricated subway station structures20
Nonlinear periodic foundations for seismic protection: Practical design, realistic evaluation and stability considerations20
A shaking table-based experimental study of seismic response of shield-enlarge-dig type's underground subway station in liquefiable ground20
A three-dimensional investigation on performance of batter pile groups in laterally spreading ground19
Probabilistic framework for regional loss assessment due to earthquake-induced liquefaction including epistemic uncertainty19
A coupled meshless-SBFEM-FEM approach in simulating soil-structure interaction with cross-scale model19
Investigation on the undrained shear strength of loose sand with added materials at various mean diameter ratios19
Impact of bedding plane direction and type of plastic microparticles on stiffness of inherently anisotropic gap-graded soils: Index, wave propagation and micromechanical-based interpretations19
Scattering of elastic spherical P, SV, and SH waves by three-dimensional hill in a layered half-space19
Method to evaluate the dynamic structure-soil-structure interaction of 3-D buildings arrangement due to seismic excitation19
Theoretical solution of the vibration response of the buried flexible HDPE pipe under impact load induced by rock blasting19
Field investigation into the vibration characteristics at the embankment of ballastless tracks induced by high-speed trains in frozen regions19
Effects of near-fault ground motions on dynamic response of slopes based on shaking table model tests19
Dynamic probabilistic analysis of non-homogeneous slopes based on a simplified deterministic model19
Experimental and numerical investigations on seismic responses of wind turbine structures with amplifying damping transfer system19
Dynamic response of a transversely isotropic and multilayered poroelastic medium subjected to a moving load19
Energy-based liquefaction evaluation for induced strain and surface settlement ― evaluation steps and case studies ―19
A framework to link community long-term resilience goals to seismic performance of individual buildings using network-based recovery modeling method19
Numerical analysis of the structural response of unburied offshore pipelines crossing active normal and reverse faults19
Design and performance evaluation of inerter-based tuned mass dampers for a ground acceleration excited structure19
Predicting method on settlement of soft subgrade soil caused by traffic loading involving principal stress rotation and loading frequency19
Experimental investigation on the mechanical and damping properties of rubber-sand-concrete prepared with recycled waste tires for aseismic isolation layer19
Evaluation of the particle breakage of calcareous sand based on the detailed probability of grain survival: An application of repeated low-energy impacts19
Parametric study of structural parameters affecting seismic stability in slopes reinforced by pile-anchor structures19
Performance of high-damping rubber bearings for seismic isolation of residential buildings in Turkey19
Optimum intensity measures for probabilistic seismic demand model of subway stations with different burial depths19
Seismic overturning fragility analysis for freestanding building contents subjected to horizontal bidirectional floor motions19
The potential of region-specific machine-learning-based ground motion models: Application to Turkey19
Base isolation for mid-rise buildings in presence of soil-structure interaction19
Development and testing of demountable RC column-to-steel beam connections under cyclic loading19
Nonlocal stress analysis of an irregular FGFPM structure imperfectly bonded to fiber-reinforced substrate subjected to moving load19
8th Ishihara lecture: Holistic evaluation of liquefaction response19
Comprehensive investigation and analysis of liquefaction damage caused by the Ms7.4 Maduo earthquake in 2021 on the Tibetan Plateau, China19
Tripod suction caisson foundations for offshore wind energy and their monotonic and cyclic responses in silty sand: Numerical predictions for centrifuge model tests19
On the initiation mechanism of the Daguangbao landslide triggered by the 2008 Wenchuan (Ms 7.9) earthquake19
Dynamic behavior of cement-stabilized organic-matter-disseminated sand under cyclic triaxial condition18
Multi-attribute seismic data spectrum analysis of tunnel orthogonal underpass landslide shaking table test18
Multiple tuned inerter-based dampers for seismic response mitigation of continuous girder bridges18
Novel adaptive hysteretic damper for enhanced seismic protection of braced buildings18
Experimental validation of a simplified soil-structure interaction approach for the prediction of vibrations in buildings due to railway traffic18
Simultaneous optimization of placement and parameters of rotational friction dampers for seismic-excited steel moment-resisting frames18
Shaking table test of comparison and optimization of seismic performance of slope reinforcement with multi-anchor piles18
Combined effect of fines content and uniformity coefficient on cyclic liquefaction resistance of silty sands18
Seismic reliability assessment of RC tunnel-form structures with geometric irregularities using a combined system approach18
Effect of flexibility ratio on seismic response of rectangular tunnels in sand: Experimental and numerical investigation18
An efficient three-dimensional method for the prediction of building vibrations from underground railway networks18
Foundation impedance functions from full-scale soil-structure interaction tests18
An innovative methodology for hybrid vibration control (MR+TMD) of buildings under seismic excitations18
Seismic response of underground stations with friction pendulum bearings under horizontal and vertical ground motions18
Influence of mild steel damper design parameters on energy dissipation performance of low-damage self-centering precast concrete frame connections18
Seismic performance improvement of underground frame structures by changing connection type between sidewalls and slab18
Liquefaction mitigation mechanisms of stone column-improved ground by dynamic centrifuge model tests18
Kinematic seismic response of end-bearing piles to S-waves18
Liquefaction evaluation using frequency characteristics of acceleration records in KAIST centrifuge tests for LEAP18
Exploring the reliability of different artificial intelligence techniques in predicting earthquake for Malaysia18
Liquefaction resistance of Christchurch sandy soils from direct simple shear tests18
Effect of input frequency on the seismic response of deep circular tunnels17
The dynamic interaction of the soil-tunnel-building system under seismic waves17
The effect of soil improvement and auxiliary rails at railway track transition zones17
Dynamic soil properties of nanoparticles and bioenzyme treated soft clay17
Hysteretic and seismic performance of dual self-centering variable friction damper braces17
Conditional generative adversarial network model for simulating intensity measures of aftershocks17
Lateral displacement control of modular-block reinforced soil retaining walls under horizontal seismic loading17
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
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