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 2020-11-01 to 2024-11-01.)
ArticleCitations
Prediction of ground vibration induced by blasting operations through the use of the Bayesian Network and random forest models146
Adaptive-passive tuned mass damper for structural aseismic protection including soil–structure interaction99
Selection of optimal intensity measures for fragility assessment of circular tunnels in soft soil deposits81
Machine learning-based seismic fragility and seismic vulnerability assessment of reinforced concrete structures78
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
The advancement of seismic isolation and energy dissipation mechanisms based on friction72
Experimental study on cyclic performance of steel-hollow core partially encased composite spliced frame beam67
Effects of spatial variability of weak layer and seismic randomness on rock slope stability and reliability analysis61
Seismic resilient design with base isolation device using friction pendulum bearing and viscous damper61
Applicability analysis of high-speed railway system under the action of near-fault ground motion59
Resilience assessment of tunnels: Framework and application for tunnels in alluvial deposits exposed to seismic hazard59
Dynamic shear modulus and damping ratio of clay mixed with waste rubber using cyclic triaxial apparatus58
Spatiotemporally explicit earthquake prediction using deep neural network57
Near-fault pulse seismic ductility spectra for bridge columns based on machine learning54
Seismic performance of pile group-structure system in liquefiable and non-liquefiable soil from large-scale shake table tests53
Effects of activated carbon on liquefaction resistance of calcareous sand treated with microbially induced calcium carbonate precipitation52
Explainable machine learning model for liquefaction potential assessment of soils using XGBoost-SHAP50
Evaluation of a novel application of earthquake HVSR in site-specific amplification estimation44
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
Dynamic responses of frozen subgrade soil exposed to freeze-thaw cycles43
Fractal damage and crack propagation in decoupled charge blasting43
Seismic performance of a Low-Cost base isolation system for unreinforced brick Masonry buildings in developing countries43
Seismic performance of a novel partial precast RC shear wall with reserved cast-in-place base and wall edges42
Effect of ground motion characteristics on seismic fragility of subway station41
Dynamic response of the multilayered half-space medium due to the spatially periodic harmonic moving load41
Particle breakage evolution during cyclic triaxial shearing of a carbonate sand40
Experimental study and numerical simulation on dynamic soil‐structure interaction under earthquake excitations40
Failure mechanism of rock masses with complex geological conditions in a large underground cavern: A case study40
Seismic performance of optimal Multi-Tuned Liquid Column Damper-Inerter (MTLCDI) applied to adjacent high-rise buildings40
Assessment of lifetime seismic resilience of a long-span cable-stayed bridge exposed to structural corrosion40
Comparison of tree-based machine learning algorithms for predicting liquefaction potential using canonical correlation forest, rotation forest, and random forest based on CPT data39
Analytical fragility curves of shallow-founded structures subjected to Soil-Structure Interaction (SSI) effects38
Sand-steel interface behaviour under large-displacement and cyclic shear38
A novel PSO-KELM based soil liquefaction potential evaluation system using CPT and Vs measurements38
Effect of the loading frequency on the sand liquefaction behaviour in cyclic triaxial tests37
Seismic response of SMA-based self-centering buckling-restrained braced frames under near-fault ground motions37
Low-cost hybrid design of masonry structures for developing countries: Shaking table tests36
Simplicity versus accuracy trade-off in estimating seismic fragility of existing reinforced concrete buildings36
Experimental evaluation of extra-stroke displacement capacity for Curved Surface Slider devices36
Stress-strain behavior and liquefaction strength characteristics of Ottawa F65 sand36
Influence of ground motion duration on the seismic performance of earth slopes based on numerical analysis35
Mechanical behaviors of air spring-FPS three-dimensional isolation bearing and isolation performance analysis35
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
Seismic performance of bridge with unbonded posttensioned self-centering segmented concrete-filled steel-tube columns: An underwater shaking table test34
Impact of the installation on the long-term cyclic behaviour of piles in sand: A numerical study34
A generalized response spectrum method for seismic response analysis of underground structure combined with viscous-spring artificial boundary34
Seismic upgrading of existing masonry structures: A state-of-the-art review33
Dynamic splitting tensile test of granite under freeze-thaw weathering32
Empirical resilience and vulnerability model of regional group structure considering optimized macroseismic intensity measure32
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
Estimation uncertainty for some common seismic fragility curve fitting methods32
A substructure method for seismic responses of offshore wind turbine considering nonlinear pile-soil dynamic interaction31
Seismic fragility and demand hazard analyses for earth slopes incorporating soil property variability31
Lateral dynamic response of pile group embedded in unsaturated soil31
Seismic axial behaviour of pile groups in non-liquefiable and liquefiable soils31
Stochastic dynamic response and seismic fragility analysis for high concrete face rockfill dams considering earthquake and parameter uncertainties31
Seismic fragility analysis of high concrete faced rockfill dams based on plastic failure with support vector machine30
Cloud Capacity Spectrum Method: Accounting for record-to-record variability in fragility analysis using nonlinear static procedures30
Investigation of five different low-cost locally available isolation layer materials used in sliding base isolation systems30
Model experimental study on controlled blasting of slit charge in deep rock mass30
Liquefaction-induced settlement of the pile group under vertical and horizontal ground motions30
Design optimization of triple friction pendulums for high-rise buildings considering both seismic and wind loads30
Numerical modeling of soil liquefaction and lateral spreading using the SANISAND-Sf model in the LEAP experiments30
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
Active length of a continuous pipe or tunnel subjected to reverse faulting29
Verification of multi-level SMA/lead rubber bearing isolation system for seismic protection of bridges29
Enhanced endurance-time-method (EETM) for efficient seismic fragility, risk and resilience assessment of structures28
Optimal single concave sliding device properties for isolated multi-span continuous deck bridges depending on the ground motion characteristics28
Assessing the impact of inertial load on the buckling behavior of piles with large slenderness ratios in liquefiable deposits28
Analytical model of concrete-filled FRP-steel composite tube columns under cyclic axial compression28
Seismic vulnerability analysis for shallow-buried underground frame structure considering 18 existing subway stations28
Seismic design method for multi-story SMA braced frames based on inelastic displacement ratio28
Numerical analysis of dynamic compaction using FEM-SPH coupling method28
Shaking table test and numerical simulation on ultra-large diameter shield tunnel passing through soft-hard stratum27
Improved pushover method for seismic analysis of shallow buried underground rectangular frame structure27
Effect of longitudinally varying characteristics of soil on metro train-induced ground vibrations based on wave propagation analysis27
The site effects in Izmir Bay of October 30 2020, M7.0 Samos Earthquake27
Shaking table test and numerical simulation on seismic performance of prefabricated corrugated steel utility tunnels on liquefiable ground26
Experimental study on dynamic fracture behaviors of Beishan NSCB and CCNSCB granite specimens under different loading rates26
Seismic-induced vibration control of a multi-story building with double tuned mass dampers considering soil-structure interaction26
Risk-informed sensitivity analysis and optimization of seismic mitigation strategy using Gaussian process surrogate model26
Investigation of seismic behavior of slope reinforced by anchored pile structures using shaking table tests26
Robust design optimization for SMA based nonlinear energy sink with negative stiffness and friction26
Improved seismic intensity measures and regional structural risk estimation models26
An anti-fault study of basalt fiber reinforced concrete in tunnels crossing a stick-slip fault26
Influence of construction age on seismic vulnerability of masonry buildings damaged after 2009 L'Aquila earthquake25
Seismic isolation design of structure using variable friction pendulum bearings25
Simplified analytical solution for circular tunnel under obliquely incident SV wave25
Experimental and numerical investigations on seismic responses of wind turbine structures with amplifying damping transfer system25
Dynamic characterization of recycled glass-recycled concrete blends using experimental analysis and artificial neural network modeling25
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 hazard map of India and neighbouring regions25
Seismic responses of monopile-supported offshore wind turbines in soft clays under scoured conditions25
The seismic response mechanisms of segmental lining structures applied in fault-crossing mountain tunnel: The numerical investigation and experimental validation25
A holistic framework for seismic analysis of extended pile-shaft-supported bridges against different extents of liquefaction and lateral spreading25
Potential bias of conventional structural seismic fragility for bridge structures under pulse-like ground motions: Bias evaluation and strategy improvement25
Using viscoelastic materials to mitigate earthquake-induced pounding between adjacent frames with unequal height considering soil-structure interactions25
Building coupling loss measurement and prediction due to train-induced vertical vibrations25
Optimal design of dual isolated structure with supplemental tuned inerter damper based on performance requirements25
Local and regional evaluation of liquefaction potential index and liquefaction severity number for liquefaction-induced sand boils in pohang, South Korea24
Building damage due to vibration from rock blasting24
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
Effect of nearby ground structures on the seismic response of underground structures in saturated sand24
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
Full-scale test on seismic performance of circumferential joint of shield-driven tunnel24
Prediction of secant shear modulus and damping ratio for an extremely dilative silica sand based on machine learning techniques24
Implementation of the novel perfectly matched layer element for elastodynamic problems in time-domain finite element method24
Effect of CPRF on nonlinear seismic response of an NPP structure considering raft-pile-soil-structure-interaction24
Topographic amplification of ground motions incorporating uncertainty in subsurface soils with extensive geological borehole data23
Optimal selection of scalar and vector-valued seismic intensity measures based on Gaussian Process Regression23
Multifractal analysis and wavelet leaders for structural damage detection of structures subjected to earthquake excitation23
Fuzzy seismic fragility analysis of gravity dams considering spatial variability of material parameters23
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
Shaking table test on seismic responses of a wind turbine tower subjected to pulse-type near-field ground motions23
Seismic behavior and reliability of variable friction damped self-centering prestressed concrete frames considering bolt bearing23
Assessment of tamping-based specimen preparation methods on static liquefaction of loose silty sand23
Seismic performance and effective isolation of a large multilayered underground subway station23
Effects of near-fault ground motions on dynamic response of slopes based on shaking table model tests23
Seismic damage assessment of a historic masonry building under simulated scenario earthquakes: A case study for Arge-Tabriz22
Effect of imperfect interfaces on dynamic response of a composite lining tunnel with an isolation layer under plane P and SV waves22
Three-dimensional seismic performance analysis of large and complex underground pipe trench structure22
Shakedown analysis of recycled materials as railway capping layer under cyclic loading22
Effect of particle size on the failure behavior of cemented coral sand under impact loading22
Effect of model scale on helical piles response established from shake table tests22
Prediction of spectral accelerations of aftershock ground motion with deep learning method22
A shaking table-based experimental study of seismic response of shield-enlarge-dig type's underground subway station in liquefiable ground22
Large shaking table tests of pile-supported structures in different ground conditions22
Assessment of seismic behavior of back-to-back mechanically stabilized earth walls using 1g shaking table tests22
Bearing capacity factors of T-bar from surficial to stable penetration into deep-sea sediments22
Experimental and theoretical study of seismic and progressive collapse resilient composite frames22
Novel locally resonant and widely scalable seismic metamaterials for broadband mitigation of disturbances in the very low frequency range of 0–33 Hz21
Ground vibration induced by maglev trains running inside tunnel: Numerical modelling and experimental validation21
Simulating the near-field pulse-like ground motions of the Imperial Valley, California, earthquake21
New fundamental period formulae for soil-reinforced concrete structures interaction using machine learning algorithms and ANNs21
Seismic assessment of wind turbines: How crucial is rotor-nacelle-assembly numerical modeling?21
Effect of bedrock stiffness and thickness on numerical simulation of seismic site response. Italian case studies21
Study on seismic performance and index limits quantification for prefabricated subway station structures21
Reconstructing a 3D model from geophysical data for local amplification modelling: The study case of the upper Rhone valley, Switzerland21
Design of monopiles for offshore and nearshore wind turbines in seismically liquefiable soils: Methodology and validation21
Liquefaction mitigation mechanisms of stone column-improved ground by dynamic centrifuge model tests21
3D modeling of the influence of a splay fault on controlling the propagation of nonlinear stress waves induced by blast loading21
Dynamic behaviour and failure mechanism of coal subjected to coupled water-static-dynamic loads21
Experimental study on wave isolation performance of periodic barriers21
Analytical solution for the mechanical responses of transversely isotropic viscoelastic multi-layered asphalt pavement subjected to moving harmonic load21
Comprehensive investigation and analysis of liquefaction damage caused by the Ms7.4 Maduo earthquake in 2021 on the Tibetan Plateau, China21
Concept design of jacket foundations for offshore wind turbines in 10 steps21
Seismic performance of earth dams founded on liquefiable soil layer subjected to near-fault pulse-like ground motions21
Effect of flexibility ratio on seismic response of rectangular tunnels in sand: Experimental and numerical investigation21
Data cleaning and feature selection for gravelly soil liquefaction21
Analytical solution for seismic response of tunnels with composite linings in elastic ground subjected to Rayleigh waves21
Seismic fragility curves of steel structures including soil-structure interaction and variation of soil parameters21
Conditions of structural irregularity. Relationships with observed earthquake damage in Mexico City in 201721
Near-fault earthquakes with pulse-like horizontal and vertical seismic ground motion components: Analysis and effects on elastomeric bearings21
Analysis of pounding between adjacent buildings founded on different soil types21
A simple single bounding surface model for undrained cyclic behaviours of saturated clays and its numerical implementation21
Steady-state response of flexible combined pile-raft foundation under dynamic loading21
Dynamic probabilistic analysis of non-homogeneous slopes based on a simplified deterministic model21
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
Study on instability and damage of a loess slope under strong ground motion by numerical simulation20
Effect of non-plastic fines on the anisotropic small strain stiffness of a calcareous sand20
Generation of fully non-stationary random processes consistent with target seismic accelerograms20
Damping reduction factors for adjacent buildings connected by fluid-viscous dampers20
Foundation impedance functions from full-scale soil-structure interaction tests20
Influence of the seismic shear proportioning factor on steel MRFs seismic performances20
The potential of region-specific machine-learning-based ground motion models: Application to Turkey20
Numerical simulations of LEAP centrifuge tests for seismic response of liquefiable sloping ground20
Predicting method on settlement of soft subgrade soil caused by traffic loading involving principal stress rotation and loading frequency20
Seismic vulnerability of bhutanese vernacular stone masonry buildings: From damage observation to fragility analysis20
Nonlinear periodic foundations for seismic protection: Practical design, realistic evaluation and stability considerations20
Seismic performance assessment of a super high-rise twin-tower structure connected with rotational friction negative stiffness damper and lead rubber bearing20
Scattering of elastic spherical P, SV, and SH waves by three-dimensional hill in a layered half-space20
Machine-learning-based predictive models for estimating seismically-induced slope displacements20
Tripod suction caisson foundations for offshore wind energy and their monotonic and cyclic responses in silty sand: Numerical predictions for centrifuge model tests19
Parametric study of structural parameters affecting seismic stability in slopes reinforced by pile-anchor structures19
Probabilistic framework for regional loss assessment due to earthquake-induced liquefaction including epistemic uncertainty19
Seismic overturning fragility analysis for freestanding building contents subjected to horizontal bidirectional floor motions19
A framework to link community long-term resilience goals to seismic performance of individual buildings using network-based recovery modeling method19
Design and performance evaluation of inerter-based tuned mass dampers for a ground acceleration excited structure19
8th Ishihara lecture: Holistic evaluation of liquefaction response19
A new permanent displacement model considering pulse-like ground motions and its application in landslide hazard assessment19
Field investigation into the vibration characteristics at the embankment of ballastless tracks induced by high-speed trains in frozen regions19
Optimum intensity measures for probabilistic seismic demand model of subway stations with different burial depths19
Dynamic response of a transversely isotropic and multilayered poroelastic medium subjected to a moving load19
Nonlocal stress analysis of an irregular FGFPM structure imperfectly bonded to fiber-reinforced substrate subjected to moving load19
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
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
Performance of high-damping rubber bearings for seismic isolation of residential buildings in Turkey19
A three-dimensional investigation on performance of batter pile groups in laterally spreading ground19
Energy-based liquefaction evaluation for induced strain and surface settlement ― evaluation steps and case studies ―19
Base isolation for mid-rise buildings in presence of soil-structure interaction19
Method to evaluate the dynamic structure-soil-structure interaction of 3-D buildings arrangement due to seismic excitation19
Development and testing of demountable RC column-to-steel beam connections under cyclic loading19
Theoretical solution of the vibration response of the buried flexible HDPE pipe under impact load induced by rock blasting19
Kinematic seismic response of end-bearing piles to S-waves18
Exploring the reliability of different artificial intelligence techniques in predicting earthquake for Malaysia18
An innovative methodology for hybrid vibration control (MR+TMD) of buildings under seismic excitations18
The dynamic interaction of the soil-tunnel-building system under seismic waves18
Seismic response of underground stations with friction pendulum bearings under horizontal and vertical ground motions18
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
Comparison of cyclic liquefaction behavior of clean and silty sands considering static shear effect18
An efficient three-dimensional method for the prediction of building vibrations from underground railway networks18
Experimental validation of a simplified soil-structure interaction approach for the prediction of vibrations in buildings due to railway traffic18
New method to calculate the kinematic response of offshore pipe piles under seismic S-waves18
Influence of mild steel damper design parameters on energy dissipation performance of low-damage self-centering precast concrete frame connections18
Dynamic behavior of cement-stabilized organic-matter-disseminated sand under cyclic triaxial condition18
Seismic reliability assessment of RC tunnel-form structures with geometric irregularities using a combined system approach18
Time-dependent seismic fragility analysis of corroded pile-supported wharves with updating limit states18
Novel adaptive hysteretic damper for enhanced seismic protection of braced buildings18
Liquefaction resistance of Christchurch sandy soils from direct simple shear tests18
Liquefaction evaluation using frequency characteristics of acceleration records in KAIST centrifuge tests for LEAP18
Shaking table test of comparison and optimization of seismic performance of slope reinforcement with multi-anchor piles18
Dynamic response of unsaturated poroelastic ground underlying uneven pavement subjected to vehicle load18
Combined effect of fines content and uniformity coefficient on cyclic liquefaction resistance of silty sands18
Seismic performance improvement of underground frame structures by changing connection type between sidewalls and slab18
Numerical analysis of seismic performance of inclined piles in liquefiable sands18
Resilient modulus of coarse-grained subgrade soil for heavy-haul railway: An experimental study17
Investigation on the macro-meso fatigue damage mechanism of rock joints with multiscale asperities under pre-peak cyclic shear loading17
Trackbed settlement and associated ballast degradation due to repeated train moving loads17
Lessons learnt from post-earthquake damage study of Northeast India and Nepal during last ten years: 2021 Assam earthquake, 2020 Mizoram earthquake, 2017 Ambasa earthquake, 2016 Manipur earthquake, 2017
Fusing damage-sensitive features and domain adaptation towards robust damage classification in real buildings17
Lateral responses of monopile-supported offshore wind turbines in sands under combined effects of scour and earthquakes17
Site effects and soil-foundation-structure interaction: derivation of fragility curves and comparison with Codes-conforming approaches for a masonry school17
Modelling and validation of liquefaction potential index of fine-grained soils using ensemble learning paradigms17
The effect of soil improvement and auxiliary rails at railway track transition zones17
Seismic design of plane steel MRFS, EBFS and BRBFS by improved direct displacement-based design method17
Simplified method for performance-based seismic design of suction caissons supporting jacket offshore wind turbines17
Prediction of lateral spreading displacement using conditional Generative Adversarial Network (cGAN)17
Effect of saturation on the characteristics of P-wave and S-wave propagation in nearly saturated soils using bender elements17
Influences of earthquake input models on nonlinear seismic performances of minaret-foundation-soil interaction systems17
Topology optimization of periodic pile barriers and its application in vibration reduction for plane waves17
Effect of input frequency on the seismic response of deep circular tunnels17
Recovery and reconstruction of schools after M 7.3 Ezgeleh-Sarpole-Zahab earthquake; part II: Recovery process and resiliency calculation17
Conditional generative adversarial network model for simulating intensity measures of aftershocks17
Effect of anisotropic consolidation and rubber content on dynamic parameters of granulated rubber-sand mixtures17
Large-scale shaking table tests on the seismic responses of soil slopes with various natural densities17
Particle shape influence on the deformation resistance of carbonate sands under drained condition17
Experimental and numerical assessment of confined infill walls with openings and textile-reinforced mortar17
Cyclic response of sandy subsoil layer under traffic-induced principal stress rotations: Application of bidirectional simple shear apparatus17
The role of soil structure interaction (SSI) on seismic response of tall buildings with variable embedded depths by experimental and numerical approaches17
Lateral displacement control of modular-block reinforced soil retaining walls under horizontal seismic loading17
Study on seismic failure mechanism of shallow buried underground frame structures based on dynamic centrifuge tests17
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