Soil Dynamics and Earthquake Engineering

(The TQCC of Soil Dynamics and Earthquake Engineering is 20. The table below lists those papers that are above that threshold based on CrossRef citation counts. The publications cover those that have been published in the past four years, i.e., from 2019-06-01 to 2023-06-01.)
Selection of earthquake ground motion records: A state-of-the-art review from a structural engineering perspective295
Comparing shear-wave velocity profiles inverted from multichannel surface wave with borehole measurements178
Design strategies of viscous dampers for seismic protection of building structures: A review173
Numerical modelling of ground borne vibrations from high speed rail lines on embankments165
Liquefaction of soil in the Tokyo Bay area from the 2011 Tohoku (Japan) earthquake135
Numerical modeling of vibrations induced by railway traffic in tunnels: From the source to the nearby buildings129
Characteristics of amplitude and duration for near fault strong ground motion from the 1999 Chi-Chi, Taiwan Earthquake106
A laboratory study on the undrained strength of a silty sand from Central Western Taiwan106
Ground vibrations from sheetpile driving in urban environment: measurements, analysis and effects on buildings and occupants106
Dynamic parameters of structures extracted from ambient vibration measurements: An aid for the seismic vulnerability assessment of existing buildings in moderate seismic hazard regions101
Study on the propagation law of tunnel blasting vibration in stratum and blasting vibration reduction technology88
Interpretation from large-scale shake table tests on piles undergoing lateral spreading in liquefied soils84
A comparison of two numerical models for the prediction of vibrations from underground railway traffic83
System response of liquefiable deposits76
Site amplification effects of a radially multi-layered semi-cylindrical canyon on seismic response of an earth and rockfill dam73
Evaluation of soil liquefaction using AI technology incorporating a coupled ENN / t-SNE model71
Errors in velocities and displacements deduced from accelerographs: An approach based on the theory of error propagation71
Seismic considerations in design of offshore wind turbines67
Site effect evaluation at Mexico City: Dominant period and relative amplification from strong motion and microtremor records66
A sand-rubber deformable granular layer as a low-cost seismic isolation strategy in developing countries: Experimental investigation66
Seismic pounding between adjacent buildings: Identification of parameters, soil interaction issues and mitigation measures65
The effect of discontinuity frequency on ground vibrations produced from bench blasting: A case study65
Experimental response of a low-yielding, self-centering, rocking column base joint with friction dampers62
Horizontal to vertical spectral ratio and geological conditions: an analysis of strong motion data from Greece and Taiwan (SMART-1)62
Site effects at Euroseistest—II. Results from 2D numerical modeling and comparison with observations60
Numerical research on seismic response characteristics of shallow buried rectangular underground structure60
Analysis of parameters of ground vibration produced from bench blasting at a limestone quarry57
Structural components functionalities and failure mechanism of rectangular underground structures during earthquakes57
Diagnosis and prediction of vibration from railway trains56
Measured vs. predicted site response at the Garner Valley Downhole Array considering shear wave velocity uncertainty from borehole and surface wave methods56
Seismic responses of a subway station and tunnel in a slightly inclined liquefiable ground through shaking table test55
Geotechnical aspects of offshore wind turbine dynamics from 3D non-linear soil-structure simulations54
Tranfer function amplitude minimization for structures with tuned mass dampers considering soil-structure interaction54
Identification of soil–structure interaction effect in base-isolated bridges from earthquake records52
Identification of Fei-Tsui arch dam from both ambient and seismic response data52
Shaking table tests on discrepant responses of shaft-tunnel junction in soft soil under transverse excitations52
Characteristics of the strong ground motions from the 6 April 2009 L’Aquila earthquake, Italy51
Mechanism of geotechnical seismic isolation system: Analytical modeling50
Site response implications associated with using non-unique Vs profiles from surface wave inversion in comparison with other commonly used methods of accounting for Vs uncertainty50
Engineering design earthquakes from multimodal hazard disaggregation49
Effects of vertical ground motions on seismic vulnerabilities of a continuous track-bridge system of high-speed railway49
Direct evaluation of S-wave amplification factors from microtremor H/V ratios: Double empirical corrections to “Nakamura” method49
Finite element analysis of structure-borne vibration from high-speed train49
Seismic soil classification of Italy based on surface geology and shear-wave velocity measurements48
Dynamic propagation behavior of cracks emanating from tunnel edges under impact loads47
State of art in the worldwide evolution of base isolation design47
Numerical modelling of vibrations from a Thalys high speed train in the Groene Hart tunnel47
Wavelet packet analysis of blasting vibration signal of mountain tunnel47
Experimental investigation of the cyclic response of double curved surface sliders subjected to radial and bidirectional sliding motions47
Field velocity resistivity probe for estimating stiffness and void ratio47
Seismic resilience evaluation based on vulnerability curves for existing and retrofitted typical RC school buildings45
Undrained cyclic response of silty sands improved by microbial induced calcium carbonate precipitation44
Recent earthquakes and the need for a new philosophy for earthquake-resistant design44
Displacement-based seismic design of bridge bents retrofitted with various bracing devices and their seismic fragility assessment under near-fault and far-field ground motions44
Towards the revision of EC8: Proposal for an alternative site classification scheme and associated intensity dependent spectral amplification factors43
Fabric characteristics and processes influencing the liquefaction and re-liquefaction of sand.43
Experimental study and parameter analysis on the seismic performance of self-centering hybrid reinforced concrete shear walls43
Liquefaction experiment and analysis projects (LEAP): Summary of observations from the planning phase41
Surface-to-base amplification evaluated from KiK-net vertical array strong motion records41
Dynamic centrifuge tests on effects of isolation layer and cross-section dimensions on shield tunnels41
Development of an empirical correlation for predicting shear wave velocity of Christchurch soils from cone penetration test data41
Soil liquefaction mitigation in geotechnical engineering: An overview of recently developed methods41
Effect of soil stiffness in the attenuation of Rayleigh-wave motions from field measurements41
Seismic response of steel Moment Resisting Frames equipped with friction beam-to-column joints41
Examining dynamic soil pressures and the effectiveness of different pile structures inside reinforced slopes using shaking table tests40
Documentation of soil conditions at liquefaction and non-liquefaction sites from 1999 Chi–Chi (Taiwan) earthquake40
Periodic pile barriers for Rayleigh wave isolation in a poroelastic half-space40
Experimental study of a novel multi-hazard resistant prefabricated concrete frame structure40
Experimental and numerical assessment of the seismic response of steel structures with clutched inerters40
Assessment of seismic liquefaction potential based on Bayesian network constructed from domain knowledge and history data39
Effects of soil–structure interaction on the dynamic properties and seismic response of piled structures39
Cyclic and postcyclic simple shear behavior of binary sand-gravel mixtures with various gravel contents39
Seismic fragility assessment of a super tall building with hybrid control strategy using IDA method39
Estimation of liquefaction potential from dry and saturated sandy soils under drained constant volume cyclic simple shear loading38
Safe distance of cultural and historical buildings from subway lines38
Dynamic characteristics of a base isolated building from ambient vibration measurements and low level earthquake shaking38
Seismic response and damage analysis of underground structures considering the effect of concrete diaphragm wall38
Analysis of surface waves from the light weight deflectometer38
Inspection of three sophisticated constitutive models based on monotonic and cyclic tests on fine sand: Hypoplasticity vs. Sanisand vs. ISA38
Influence of advanced structural modeling technique, mainshock-aftershock sequences, and ground-motion types on seismic fragility of low-rise RC structures37
Development of region-specific soil behavior type index correlations for evaluating liquefaction hazard in Christchurch, New Zealand37
Effects of obstacles on Rayleigh wave dispersion obtained from the SASW test37
Long-term permanent deformation behaviour of recycled concrete aggregate with addition of crumb rubber in base and sub-base applications37
Importance of load frequency in applying cyclic loads to investigate ballast deformation under high-speed train loads36
Effectiveness of different base isolation systems for seismic protection: Numerical insights into an existing masonry bell tower36
Assessment on required separation length between adjacent bridge segments to avoid pounding36
Seismic responses of deep buried pipeline under non-uniform excitations from large scale shaking table test34
Simplified approach for building inventory and seismic damage assessment at the territorial scale: An application for a town in southern Italy34
Cyclic behavior and liquefaction resistance of silty sands with presence of initial static shear stress34
Site effects in Mexico City basin: Past and present34
Can a buried gas pipeline experience local buckling during earthquake ground shaking?33
Shallow velocity structure using joint inversion of array and h/v spectral ratio of ambient noise: The case of Mula town (SE of Spain)33
Phasing issues in the seismic response of yielding, gravity-type earth retaining walls – Overview and results from a FEM study33
Residual displacement ratios of structures under mainshock-aftershock sequences33
Seismic microzoning from synthetic ground motion earthquake scenarios parameters: The case study of the city of Catania (Italy)32
Influence of earthquake ground motion modelling on the dynamic responses of offshore wind turbines32
Resilience assessment of tunnels: Framework and application for tunnels in alluvial deposits exposed to seismic hazard32
Evidence for fault-related directionality and localized site effects from strong motion recordings of the 2003 Boumerdes (Algeria) earthquake: Consequences on damage distribution and the Algerian seis32
Centrifuge and numerical modelling of ground-borne vibration from an underground tunnel32
Base seismic isolation of a historical masonry church using fiber reinforced elastomeric isolators32
Pipeline in dense sand subjected to tectonic deformation from normal or reverse faulting32
Efficient model updating of a multi-story frame and its foundation stiffness from earthquake records using a timoshenko beam model32
Shaking table test on the seismic response of large-scale subway station in a loess site: A case study32
Reliability of FTA general vibration assessment model in prediction of subway induced ground borne vibrations32
Accounting for spectral shape in simplified fragility analysis of case-study reinforced concrete frames31
Seismic stability of 3D soil slope reinforced by geosynthetic with nonlinear failure criterion31
MOCS-based optimum design of TMD and FTMD for tall buildings under near-field earthquakes including SSI effects31
Structure-soil-structure interaction effects on the dynamic response of piled structures under obliquely incident seismic shear waves31
Identification of foundation impedance functions and soil properties from vibration tests of the Hualien containment model30
Shake table testing of unbonded post-tensioned concrete walls with and without additional energy dissipation30
Development of a buckling-restrained shear panel damper with demountable steel-concrete composite restrainers30
Fiber-reinforced elastomeric isolators: A review30
Evaluation of dynamic properties of calcareous sands in Egypt at small and medium shear strain ranges30
Effects of time series analysis protocols on transfer functions calculated from earthquake accelerograms29
Model establishment and response analysis of slope reinforced by frame with prestressed anchors under seismic considering the prestress29
Three-dimensional scattering of seismic waves from topographical structures29
Prediction of blast‑induced ground vibrations in quarry sites: a comparison of GP, RSM and MARS29
Random distribution characteristics of peak dynamic stress on the subgrade surface of heavy-haul railways considering track irregularities29
A novel OpenSees element for single curved surface sliding isolators29
Seismic design and performance evaluation of self-centering timber moment resisting frames28
Seismic performance of pile group-structure system in liquefiable and non-liquefiable soil from large-scale shake table tests28
Seismically isolated buildings in Italy: State-of-the-art review and applications28
Three-dimensional slope dynamic stability reliability assessment based on the probability density evolution method28
Small strain shear modulus of anisotropically loaded sands28
Dynamic active thrust from c–ϕ soil backfills27
ONE-SIDED rocking analysis of corner mechanisms in masonry structures: Influence of geometry, energy dissipation, boundary conditions27
Experimental study of the prepeak cyclic shear mechanical behaviors of artificial rock joints with multiscale asperities27
Study on dynamic fracture behavior of mode I crack under blasting loads27
Effects of a V-shaped canyon with a circular underground structure on surface ground motions under SH wave propagation26
Damage-based optimal design of friction dampers in multistory chevron braced steel frames26
Dynamic analysis of an offshore wind turbine under random wind and wave excitation with soil-structure interaction and blade tower coupling26
Post-cyclic volumetric strain of calcareous sand using hollow cylindrical torsional shear tests26
Engineering behavior and correlated parameters from obtained results of sand–silt mixtures26
Design of wave barriers for mitigation of train–induced vibrations using a coupled genetic-algorithm/finite-element methodology26
Emulative seismic resistant technology for Accelerated Bridge Construction26
Response of natural fine-grained soils for seismic design practice: A collection of research findings from British Columbia, Canada25
Experimental study on the closed-cell aluminum foam shock absorption layer of a high-speed railway tunnel25
Input energy spectra for self-centering SDOF systems25
Analytical solution for calculating vibrations from twin circular tunnels25
Influence of pile inclination angle on the dynamic properties and seismic response of piled structures25
Experimental tests of precast reinforced concrete beam-column connections25
Vertical dynamic impedance of pile groups partially embedded in multilayered, transversely isotropic, saturated soils25
Assessing CPT-based methods for liquefaction evaluation with emphasis on the cases from the Chi-Chi, Taiwan, earthquake24
Shaking table test of seismic response of immersed tunnels under effect of water24
Effects of subfreezing temperature on the seismic response of lead rubber bearing isolated bridge24
Empirical correlations between cumulative absolute velocity and spectral accelerations from NGA ground motion database24
Implementation of a soil-structure interface constitutive model for application in geo-structures24
Cyclic undrained behavior and post liquefaction settlement of a nonplastic silt24
Nonlinear site response from the strong ground-motion recordings in western China24
A 2.5D time-frequency domain model for railway induced soil-building vibration due to railway defects24
Effects of coseismic ground vertical motion on masonry constructions damage during the 2016 Amatrice-Norcia (Central Italy) earthquakes24
Numerical and experimental study on scaled soil-structure model for small shaking table tests24
Calculation of free field response spectrum of a non-homogeneous soil deposit from bed rock response spectrum23
Effect of exterior concrete shear keys on the seismic performance of laminated rubber bearing-supported highway bridges in China23
Evaluating nonlinear effective stress site response analyses using records from the Canterbury earthquake sequence23
The internal substructure method for seismic wave input in 3D dynamic soil-structure interaction analysis23
On-going challenges in physics-based ground motion prediction and insights from the 2010–2011 Canterbury and 2016 Kaikoura, New Zealand earthquakes23
From ambient noise recordings to site effect assessment: The case study of Barcelona microzonation23
Dual in-filled trenches for vibration mitigation and their predictions using artificial neural network23
Amplification effects from earthquakes and ambient noise in the Dead Sea rift (Israel)22
Shaking table tests on the intersection of cross passage and twin tunnels22
Dynamic response of a defect pile in layered soil subjected to longitudinal vibration in parallel seismic integrity testing22
Novel application of geosynthetics to reduce residual drifts of mid-rise buildings after earthquakes22
A preliminary empirical model for frequency-dependent attenuation of Fourier amplitude spectra In Serbia from the Vrancea earthquakes22
Performance evaluation of bridges isolated with SMA-based friction pendulum system at low temperatures22
Numerical analysis of earthquake-induced deformation of liner system of typical canyon landfill22
Numerical study of base-isolated cylindrical liquid storage tanks using coupled acoustic-structural approach22
Field evidence of SSI from full-scale structure testing22
3D near-surface soil response from H/V ambient-noise ratios22
Development of a two-phased nonlinear mass damper for displacement mitigation in base-isolated structures22
Numerical modeling of liquefaction and its impact on anchor piles for floating offshore structures22
Study on seismic behaviors of a double box utility tunnel with joint connections using shaking table model tests22
Seismic fragility analysis of pile-supported wharves with the influence of soil permeability21
Ground motion intensity measures for seismically isolated RC tall buildings21
Multi-platform soil-structure interaction simulation of Daikai subway tunnel during the 1995 Kobe earthquake21
Investigating ground vibration induced by moving train loads on unsaturated ground using 2.5D FEM21
Dynamic behaviour of ancient freestanding multi-drum and monolithic columns subjected to horizontal and vertical excitations21
Pore pressure generation in a poro-elastic soil under moving train loads21
3D numerical simulation and ground motion prediction: Verification, validation and beyond – Lessons from the E2VP project21
Lisbon earthquake scenarios: A review on uncertainties, from earthquake source to vulnerability modelling21
Failure mode analysis of X80 buried steel pipeline under oblique-reverse fault21
Responses of caisson-piles foundations to long-term cyclic lateral load and scouring21
Effectiveness of HDRB isolation systems under low energy earthquakes21
Numerical simulation of topographical and geological site effects. Applications to canonical topographies and Rognes hill, South East France21
Fragility curves for mixed concrete/steel frames subjected to seismic excitation21
On the application of continuous buried periodic inclusions on the filtering of traffic vibrations: A numerical study21
2011 Sikkim Earthquake at Eastern Himalayas: Lessons learnt from performance of structures21
Comparative studies of vibration control effects between structures with particle dampers and tuned liquid dampers using substructure shake table testing methods21
Joint analysis of Rayleigh-wave dispersion curves and diffuse-field HVSR for site characterization: The case of El Ejido town (SE Spain)21
Dynamic response of a segmented tunnel in saturated soil using a 2.5-D FE-BE methodology21
Adaptive Negative Stiffness Device based nonconventional Tuned Mass Damper for seismic vibration control of tall buildings21
Practical method for optimal rehabilitation of steel frame buildings using buckling restrained brace dampers21
Finite element method simulation of explosive compaction in saturated loose sandy soils21
1-G model tests and hollow cylindrical torsional shear experiments on seismic residual displacements of fill dams from the viewpoint of seismic performance-based design21
3D seismic wave amplification in the Indo-Gangetic basin from spectral element simulations20
Response characteristics of an atrium subway station subjected to bidirectional ground shaking20
The effect of tunnel lining modelling approaches on the seismic response of sprayed concrete tunnels in coarse-grained soils20
Experimental study on attenuation zone of soil-periodic piles system20
Assessment of stress relief during excavation on the seismic tunnel response by the pseudo-static method20
Fragility reduction of offshore wind turbines using tuned liquid column dampers20
Seismic hazard assessment in Central Asia: Outcomes from a site approach20
Seismic damage performance of the steel fiber reinforced face slab in the concrete-faced rockfill dam20
Engineering analysis of strong ground rocking and its effect on tall structures20
Experimental investigation of vertical and batter pile groups subjected to dynamic loads20
Impact of damping modeling on the seismic response of base-isolated liquid storage tanks20
Cyclic DSS tests for the evaluation of stress densification effects in liquefaction assessment20
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-201920
Probabilistic seismic hazard: a review of the seismological frame of reference with examples from Norway20
Effects of OCR on monotonic and cyclic behavior of reconstituted Shanghai silty clay20
Development and validation tests of an assembly self-centering energy dissipation brace20
Characteristics analysis of granular landslide using shaking table model test20
A simplified model for vibro compaction of granular soils20