Soil Dynamics and Earthquake Engineering

(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. 500 papers]. The publications cover those that have been published in the past four years, i.e., from 2019-09-01 to 2023-09-01.)
Prediction of ground vibration induced by blasting operations through the use of the Bayesian Network and random forest models105
Study on the propagation law of tunnel blasting vibration in stratum and blasting vibration reduction technology94
System response of liquefiable deposits80
Seismic considerations in design of offshore wind turbines76
Evaluation of soil liquefaction using AI technology incorporating a coupled ENN / t-SNE model73
A sand-rubber deformable granular layer as a low-cost seismic isolation strategy in developing countries: Experimental investigation73
Experimental and numerical investigations on dynamic mechanical responses and failure process of gas-bearing coal under impact load66
Evaluation of optimal ground motion intensity measures and seismic fragility analysis of a multi-pylon cable-stayed bridge with super-high piers in Mountainous Areas61
Performance of a nonlinear hybrid base isolation system under the ground motions61
Optimal design based on analytical solution for storage tank with inerter isolation system61
Optimal design and seismic performance of tuned fluid inerter applied to structures with friction pendulum isolators58
Experimental evaluation on rock failure mechanism with combined flaws in a connected geometry under coupled static-dynamic loads54
Direct evaluation of S-wave amplification factors from microtremor H/V ratios: Double empirical corrections to “Nakamura” method53
State of art in the worldwide evolution of base isolation design53
The advancement of seismic isolation and energy dissipation mechanisms based on friction51
Selection of optimal intensity measures for fragility assessment of circular tunnels in soft soil deposits51
Effect of particle shape on the liquefaction resistance of calcareous sands48
Adaptive-passive tuned mass damper for structural aseismic protection including soil–structure interaction48
Seismic resilience evaluation based on vulnerability curves for existing and retrofitted typical RC school buildings48
Towards the revision of EC8: Proposal for an alternative site classification scheme and associated intensity dependent spectral amplification factors48
Seismic reliability-based design of hardening and softening structures isolated by double concave sliding devices47
Seismic fragility assessment of the Daikai subway station in layered soil46
Fabric characteristics and processes influencing the liquefaction and re-liquefaction of sand.45
Numerical investigation on the stress evolution and failure behavior for deep roadway under blasting disturbance45
Earthquake response of monopiles and caissons for Offshore Wind Turbines founded in liquefiable soil45
Resilience assessment of tunnels: Framework and application for tunnels in alluvial deposits exposed to seismic hazard45
Dynamic response and failure mechanism of hydrostatically pressurized rocks subjected to high loading rate impacting43
Numerical study on seismic response of a rock slope with discontinuities based on the time-frequency joint analysis method42
Inspection of three sophisticated constitutive models based on monotonic and cyclic tests on fine sand: Hypoplasticity vs. Sanisand vs. ISA41
Applicability analysis of high-speed railway system under the action of near-fault ground motion41
Performance evaluation of a MICP-treated calcareous sandy foundation using shake table tests41
Seismic resilient design with base isolation device using friction pendulum bearing and viscous damper40
Response of low-rise building with geotechnical seismic isolation system40
Effects of spatial variability of weak layer and seismic randomness on rock slope stability and reliability analysis38
Effects of activated carbon on liquefaction resistance of calcareous sand treated with microbially induced calcium carbonate precipitation37
Dynamic shear modulus and damping ratio of clay mixed with waste rubber using cyclic triaxial apparatus37
A matrix coupled model for vehicle-slab track-subgrade interactions at 3-D space37
Liquefaction resistance of Fraser River sand improved by a microbially-induced cementation37
Seismic-induced dynamic responses in a poro-elastic seabed: Solutions of different formulations36
Effectiveness of different base isolation systems for seismic protection: Numerical insights into an existing masonry bell tower36
Numerical modelling of the fluid–seabed-structure interactions considering the impact of principal stress axes rotations36
Evaluation of a novel application of earthquake HVSR in site-specific amplification estimation36
Seismic performance of a novel partial precast RC shear wall with reserved cast-in-place base and wall edges35
Near-fault pulse seismic ductility spectra for bridge columns based on machine learning35
Assessment of dynamic soil-structure interaction effects for tall buildings: A 3D numerical approach35
Spatiotemporally explicit earthquake prediction using deep neural network34
Seismic performance of pile group-structure system in liquefiable and non-liquefiable soil from large-scale shake table tests34
Numerical investigation of nonlinear static and dynamic behaviour of self-centring rocking segmental bridge piers34
Field Test Study on the dynamic response of the cement-improved expansive soil subgrade of a heavy-haul railway34
Centrifuge modeling of seismic response and failure mode of a slope reinforced by a pile-anchor structure34
Pipeline in dense sand subjected to tectonic deformation from normal or reverse faulting33
Fiber-reinforced elastomeric isolators: A review33
An integrated SEM-Newmark model for physics-based regional coseismic landslide assessment33
Comparative investigation on optimal viscous damper placement for elastic-plastic MDOF structures: Transfer function amplitude or double impulse33
Optimal intensity measures for probabilistic seismic demand models of a cable-stayed bridge based on generalized linear regression models33
Dynamic soil-structure interaction models for fragility characterisation of buildings with shallow foundations33
Torsional complex impedance of pipe pile considering pile installation and soil plug effect33
Multivariate adaptive regression splines model for prediction of the liquefaction-induced settlement of shallow foundations33
Dynamic responses of frozen subgrade soil exposed to freeze-thaw cycles32
Seismic evaluation of precast bridge columns with built-in elastomeric pads32
Seismicity analysis and machine learning models for short-term low magnitude seismic activity predictions in Cyprus32
Large-scale simulation of seismic wave motion: A review31
Taxonomy for evaluating the site-specific applicability of one-dimensional ground response analysis31
Seismic performance of a Low-Cost base isolation system for unreinforced brick Masonry buildings in developing countries31
Experimental evaluation of extra-stroke displacement capacity for Curved Surface Slider devices31
Effective base isolation combining low-friction curved surface sliders and hysteretic gap dampers31
Small strain shear modulus of anisotropically loaded sands30
Dynamic response of the multilayered half-space medium due to the spatially periodic harmonic moving load30
Analytical fragility curves of shallow-founded structures subjected to Soil-Structure Interaction (SSI) effects30
Shaking table tests of the seismic response of a utility tunnel with a joint connection30
Emulative seismic resistant technology for Accelerated Bridge Construction29
Challenges and opportunities for the application of integral abutment bridges in earthquake-prone areas: A review29
Numerical analyses of seismic performance of underground and aboveground structures with friction pendulum bearings29
Responses of reinforced soil retaining walls subjected to horizontal and vertical seismic loadings29
Experimental study and numerical simulation on dynamic soil‐structure interaction under earthquake excitations29
Low-cost hybrid design of masonry structures for developing countries: Shaking table tests28
R2R-EU: Software for fragility fitting and evaluation of estimation uncertainty in seismic risk analysis28
Effects of a V-shaped canyon with a circular underground structure on surface ground motions under SH wave propagation28
Numerical modeling of liquefaction and its impact on anchor piles for floating offshore structures28
Effects of subfreezing temperature on the seismic response of lead rubber bearing isolated bridge28
Tuned mass dampers in wind response control of wind turbine with soil-structure interaction28
Post-cyclic volumetric strain of calcareous sand using hollow cylindrical torsional shear tests28
Response spectrum method for seismic analysis of monopile offshore wind turbine27
Dynamic analysis of an offshore wind turbine under random wind and wave excitation with soil-structure interaction and blade tower coupling27
Particle breakage evolution during cyclic triaxial shearing of a carbonate sand27
Response of natural fine-grained soils for seismic design practice: A collection of research findings from British Columbia, Canada27
Liquefaction-induced settlement of the pile group under vertical and horizontal ground motions27
Soil-structure interaction analyses of shallow-founded structures on a potential-liquefiable soil deposit27
Experimental tests of precast reinforced concrete beam-column connections27
Seismic cracking evolution for anti-seepage face slabs in concrete faced rockfill dams based on cohesive zone model in explicit SBFEM-FEM frame27
Experimental study on cyclic performance of steel-hollow core partially encased composite spliced frame beam27
Experimental studies on surface-wave isolation by periodic wave barriers27
Simplicity versus accuracy trade-off in estimating seismic fragility of existing reinforced concrete buildings26
A risk-consistent approach to determine EN1998 behaviour factors for lateral load resisting systems26
Seismic performance of optimal Multi-Tuned Liquid Column Damper-Inerter (MTLCDI) applied to adjacent high-rise buildings26
Study on seismic behaviors of a double box utility tunnel with joint connections using shaking table model tests26
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 system26
Influence of ground motion duration on the seismic performance of earth slopes based on numerical analysis26
Geodynamics of very high speed transport systems25
Seismic performance of bridge with unbonded posttensioned self-centering segmented concrete-filled steel-tube columns: An underwater shaking table test25
Analytical model of concrete-filled FRP-steel composite tube columns under cyclic axial compression25
Shaking table tests on the intersection of cross passage and twin tunnels25
Characteristics analysis of granular landslide using shaking table model test25
A new geostatistical model for shear wave velocity profiles25
A novel PSO-KELM based soil liquefaction potential evaluation system using CPT and Vs measurements25
Seismic response of SMA-based self-centering buckling-restrained braced frames under near-fault ground motions25
Seismic reliability of reinforced concrete bridges subject to environmental deterioration and strengthened with FRCM composites25
Seismic response analysis of intake tower structure under near-fault ground motions with forward-directivity and fling-step effects25
A generalized response spectrum method for seismic response analysis of underground structure combined with viscous-spring artificial boundary24
Performance-based assessment of the seismic pseudo-static coefficient used in slope stability analysis24
Fractal damage and crack propagation in decoupled charge blasting24
The internal substructure method for seismic wave input in 3D dynamic soil-structure interaction analysis24
The evaluation on shock absorption performance of buffer layer around the cross section of tunnel lining24
Buried pipeline subjected to seismic landslide: A simplified analytical solution24
Performance evaluation of bridges isolated with SMA-based friction pendulum system at low temperatures24
On-going challenges in physics-based ground motion prediction and insights from the 2010–2011 Canterbury and 2016 Kaikoura, New Zealand earthquakes24
Fragility reduction of offshore wind turbines using tuned liquid column dampers24
Multi-platform soil-structure interaction simulation of Daikai subway tunnel during the 1995 Kobe earthquake23
Experimental study and numerical simulation of replaceable corrugated steel plate-concrete composite shear walls23
Numerical analysis of LEAP centrifuge tests on sloping liquefiable ground: Influence of dilatancy and post-liquefaction shear deformation23
Dynamic Structure-Soil-Structure Interaction in unsymmetrical plan buildings due to seismic excitation23
Adaptive Negative Stiffness Device based nonconventional Tuned Mass Damper for seismic vibration control of tall buildings23
Seismic performance of block-type quay walls with liquefiable calcareous sand backfill23
Experimental study on attenuation zone of soil-periodic piles system23
Treatment of uncertainties in seismic fragility assessment of RC frames with masonry infill walls22
Investigating ground vibration induced by moving train loads on unsaturated ground using 2.5D FEM22
Plastic damage analysis of pile foundation of nuclear power plants under beyond-design basis earthquake excitation22
Inelastic dynamic response and fragility analysis of arched hydraulic tunnels under as-recorded far-fault and near-fault ground motions22
Stiffness and load sharing characteristics of piled raft foundations subjected to dynamic loads22
Pore pressure generation in a poro-elastic soil under moving train loads22
Impact of the installation on the long-term cyclic behaviour of piles in sand: A numerical study22
Failure mode analysis of X80 buried steel pipeline under oblique-reverse fault22
Ground motion intensity measures for seismically isolated RC tall buildings22
Upper bound analysis of collapse failure of deep tunnel under karst cave considering seismic force22
Up-to-date PSHA along the Gulf of Aqaba-Dead Sea transform fault22
Optimal intensity measures for the structural assessment of buried steel natural gas pipelines due to seismically-induced axial compression at geotechnical discontinuities22
Effect of ground motion characteristics on seismic fragility of subway station22
Risk-informed sensitivity analysis and optimization of seismic mitigation strategy using Gaussian process surrogate model21
Estimating direct and indirect losses due to earthquake damage in residential RC buildings21
Seismic fragility analysis of high concrete faced rockfill dams based on plastic failure with support vector machine21
Earthquake-induced nonlinear sloshing response of above-ground steel tanks with damped or undamped floating roof21
Dynamic compaction of a thick soil-stone fill: Dynamic response and strengthening mechanisms21
Numerical investigation of the deformation properties of rock materials subjected to cyclic compression by the finite element method21
Dynamic characterization of recycled glass-recycled concrete blends using experimental analysis and artificial neural network modeling21
Response of buried pipeline subjected to reverse faulting21
Application of endurance time method to seismic fragility evaluation of highway bridges considering scour effect21
Quantification of seismic demands of damage-control tension-only concentrically braced steel beam-through frames (TCBSBFs) subjected to near-fault ground motions based on the energy factor21
Degradation model of the dynamic mechanical properties and damage failure law of sandstone under freeze-thaw action21
Cloud Capacity Spectrum Method: Accounting for record-to-record variability in fragility analysis using nonlinear static procedures21
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-201921
Response characteristics of an atrium subway station subjected to bidirectional ground shaking21
Directional strength and stiffness characteristics of inherently anisotropic sand: The influence of deposition inclination21
Hysteretic energy demand for self-centering SDOF systems21
Nonlinear dynamic analysis of frame-core tube building under seismic sequential ground motions by a supercomputer21
Seismic axial behaviour of pile groups in non-liquefiable and liquefiable soils21
Effect of friction pendulum bearing properties on behaviour of buildings subjected to seismic loads21
Deformation behavior of anisotropically overconsolidated clay under one-way cyclic loading20
Small-strain dynamic properties of siliceous-carbonate sand under stress anisotropy20
Comparison of tree-based machine learning algorithms for predicting liquefaction potential using canonical correlation forest, rotation forest, and random forest based on CPT data20
Dynamic splitting tensile test of granite under freeze-thaw weathering20
On the prediction of liquefaction resistance of unsaturated sands20
Seismic fragility of existing RC buildings with corroded bars under earthquake sequences20
Dynamic characteristics of warm frozen soil under direct shear test-comparison with dynamic triaxial test20
Investigation of five different low-cost locally available isolation layer materials used in sliding base isolation systems20
Stress-strain behavior and liquefaction strength characteristics of Ottawa F65 sand20
Model experimental study on controlled blasting of slit charge in deep rock mass20
3D modeling of the influence of a splay fault on controlling the propagation of nonlinear stress waves induced by blast loading20
Response of pile groups with X and circular cross-sections subject to lateral spreading: 3D numerical simulations20
Seismic fragility analysis of shear-critical concrete columns considering corrosion induced deterioration effects20
Evaluation of pile-soil-structure interaction effects on the seismic responses of a super long-span cable-stayed bridge in the transverse direction: A shaking table investigation20
Effect of longitudinally varying characteristics of soil on metro train-induced ground vibrations based on wave propagation analysis20
3D seismic wave amplification in the Indo-Gangetic basin from spectral element simulations20
Effect of the loading frequency on the sand liquefaction behaviour in cyclic triaxial tests19
Centrifuge modeling of batter pile foundations in laterally spreading soil19
Numerical evaluation of the soil behavior during pipe-pile installation using impact and vibratory driving in sand19
Mechanical behaviors of air spring-FPS three-dimensional isolation bearing and isolation performance analysis19
A substructure method for seismic responses of offshore wind turbine considering nonlinear pile-soil dynamic interaction19
Estimation uncertainty for some common seismic fragility curve fitting methods19
Optimum design of seismic isolation systems using metaheuristic search methods19
A novel segmental cored column for upgrading the seismic performance of underground frame structures19
Shakedown analysis of recycled materials as railway capping layer under cyclic loading19
Soil-pile-superstructure interaction effects in seismically isolated bridges under combined vertical and horizontal strong ground motions19
Sand-steel interface behaviour under large-displacement and cyclic shear19
1D finite element artificial boundary method for transient response of ocean site under obliquely incident earthquake waves19
Effects of near-field ground motions and soil-structure interaction on dynamic response of a cable-stayed bridge19
Field and numerical modelling of sand-rubber mixtures vibration barrier19
Failures of masonry dwelling triggered by East Anatolian Fault earthquakes in Turkey19
Numerical simulation and damage analysis of RC bridge piers reinforced with varying yield strength steel reinforcement18
PDEM-based stochastic seismic response analysis of sites with spatially variable soil properties18
The effect of tunnel construction on future underground railway vibrations18
Optimal design of dual isolated structure with supplemental tuned inerter damper based on performance requirements18
Lateral dynamic response of pile group embedded in unsaturated soil18
An improved equivalent energy-based design procedure for seismic isolation system of simply supported bridge in China's high-speed railway18
Three-dimensional constitutive model for cyclic behavior of soil-structure interfaces18
Analytical fragility curves for assessment of the seismic vulnerability of HP/HT unburied subsea pipelines18
Experimental and theoretical study of seismic and progressive collapse resilient composite frames18
A constitutive model for clays and plastic silts in plane-strain earthquake engineering applications18
On the relationship between soil strength and wave velocities of sandy loess subjected to freeze-thaw cycling18
Theoretical solution of the vibration response of the buried flexible HDPE pipe under impact load induced by rock blasting18
Introduction of the axial force terms to governing equation for buried pipeline subjected to strike-slip fault movements18
Experimental study on dynamic fracture behaviors of Beishan NSCB and CCNSCB granite specimens under different loading rates18
Design and numerical analysis of a damage-controllable mechanical hinge beam-to-column connection18
Lateral vibration characteristics of an extended pile shaft under low-strain integrity test18
Dynamic behaviors of fine-grained subgrade soil under single-stage and multi-stage intermittent cyclic loading: Permanent deformation and its prediction model18
Deterministic seismic hazard assessment of coal fractures in underground coal mine: A case study17
Detection and extraction of velocity pulses of near-fault ground motions using asymmetric Gaussian chirplet model17
Identification of time of liquefaction triggering17
Mapping the uncertainty in modulus reduction and damping curves onto the uncertainty of site amplification functions17
Experimental and analytical study of dynamic properties of UGM materials containing waste rubber17
Effects of early-arriving pulse-like ground motions on seismic demands in RC frame structures17
Seismic performance evaluation of a viscous damper-outrigger system based on response spectrum analysis17
Bayesian inference of empirical ground motion models to pseudo-spectral accelerations of south Iceland seismic zone earthquakes based on informative priors17
Quantification of seismic mitigation performance of periodic foundations with soil-structure interaction17
Experimental and numerical study on isolated simply-supported bridges subjected to a fault rupture17
Regional stochastic GMPE with available recorded data for active region – Application to the Himalayan region17
Roles of pile-group and cap-rotation effects on seismic failure mechanisms of partially-embedded bridge foundations: Quasi-static tests17
Comprehensive amplification estimation of the Indo Gangetic Basin deep soil sites in the seismically active area17
Investigation of the relation between Vs30 and site characteristics of Iran based on horizontal-to-vertical spectral ratios17
Seismic behavior of circular tunnels: Influence of the initial stress state17
Effect of bedrock stiffness and thickness on numerical simulation of seismic site response. Italian case studies17
Multidirectional cyclic shearing of clays and sands: Evaluation of two bounding surface plasticity models17
Verification of attenuation models based on strong ground motion data in Northern Thailand17
Seismic bearing capacity of strip footings placed near c-φ soil slopes16
Numerical analysis of dynamic compaction using FEM-SPH coupling method16
Isolation of ground vibration induced by high speed railway by DXWIB: Field investigation16
Improved pushover method for seismic analysis of shallow buried underground rectangular frame structure16
Experimental study on wave isolation performance of periodic barriers16
A procedure for developing uncertainty-consistent Vs profiles from inversion of surface wave dispersion data16
Multifractal analysis and wavelet leaders for structural damage detection of structures subjected to earthquake excitation16
Empirical fragility functions for Nepali highway bridges affected by the 2015 Gorkha Earthquake16
Bearing capacity factors of T-bar from surficial to stable penetration into deep-sea sediments16
Evaluation of post-earthquake fire capacity of reinforced concrete elements16
Dynamic response of buried pipelines in randomly structured soil16
Active tuned mass damper based vibration control for seismic excited adjacent buildings under actuator saturation16
Effects of rigid bus conductors on seismic fragility of electrical substation equipment16
Seismic fragility analysis of a High Arch Dam-Foundation System based on seismic instability failure mode16
Vibration isolation effect study of in-filled trench barriers to train-induced environmental vibrations16
Dynamic characteristics of natural kutch sandy soils16
Seismic control performance indices for magneto-rheological dampers considering simple soil-structure interaction16
Effect of deconstructed tire under sleeper pad on railway ballast degradation under cyclic loading16
Building damage due to vibration from rock blasting16
Implementation of the novel perfectly matched layer element for elastodynamic problems in time-domain finite element method16
The site effects in Izmir Bay of October 30 2020, M7.0 Samos Earthquake16
Foundation impedance functions from full-scale soil-structure interaction tests16
Ground motion amplification models for Japan using machine learning techniques16
A CPT-based effective stress analysis procedure for liquefaction assessment16
Three-dimensional seismic performance analysis of large and complex underground pipe trench structure15
Impact of bidirectional seismic shearing on the volumetric response of sand deposits15
Effects of near-fault ground motions on dynamic response of slopes based on shaking table model tests15
Dynamic probabilistic analysis of non-homogeneous slopes based on a simplified deterministic model15
Effect of the high frequency components of near-fault ground motions on the response of linear and nonlinear SDOF systems: A moving average filtering approach15
Influence of soil-structure interaction on the site-specific seismic demand to masonry towers15
Effects of ground motion directionality on seismic behavior of skewed bridges considering SSI15
Active length of a continuous pipe or tunnel subjected to reverse faulting15
Earthquake loss assessment of steel moment-resisting frames designed according to Eurocode 815
Seismic design method for multi-story SMA braced frames based on inelastic displacement ratio15
Evaluation of the particle breakage of calcareous sand based on the detailed probability of grain survival: An application of repeated low-energy impacts15
Mechanical behavior of buried composite pipelines subjected to strike-slip fault movement15
Assessment of lifetime seismic resilience of a long-span cable-stayed bridge exposed to structural corrosion15
Amplification of thickness and topography of loess deposit on seismic ground motion and its seismic design methods15
Observed building damage patterns and foundation performance in Mexico City following the 2017 M7.1 Puebla-Mexico City earthquake15
Data cleaning and feature selection for gravelly soil liquefaction15
Design and performance evaluation of inerter-based tuned mass dampers for a ground acceleration excited structure15
Shaking table tests on shallow foundations over geocomposite and geogrid-reinforced liquefiable soils15
Liquefaction-induced settlements of residential buildings subjected to induced earthquakes15
Seismic behaviour of rocking bridge pier supported by elastomeric pads on pile foundation15
Effects of in-plan irregularities caused by masonry infills on the seismic behavior of R/C buildings15
Pulse-like ground motions: Statistical characteristics, and GMPE development for the Iranian Plateau15
Seismic analysis of offshore platforms subjected to pulse-type ground motions compatible with European Standards15
A coupled meshless-SBFEM-FEM approach in simulating soil-structure interaction with cross-scale model15
Damping reduction factors for adjacent buildings connected by fluid-viscous dampers15
Interpreting the deformation phenomena of a levee damaged during the 2012 Emilia earthquake15
Simulating the near-field pulse-like ground motions of the Imperial Valley, California, earthquake15
DEM investigation on the mechanical behaviors of flawed specimens subjected to coupled static-dynamic loads15
Parametric analysis of SSI algorithm in modal identification of high arch dams15
Effect of model scale on helical piles response established from shake table tests14
On the initiation mechanism of the Daguangbao landslide triggered by the 2008 Wenchuan (Ms 7.9) earthquake14
Seismic reliability assessment of RC tunnel-form structures with geometric irregularities using a combined system approach14
Critical buckling load of pile in liquefied soil14
Analysis of pounding between adjacent buildings founded on different soil types14
Liquefaction-induced settlement and tilting of buildings with shallow foundations based on field and laboratory observation14
Shaking table test on seismic responses of a wind turbine tower subjected to pulse-type near-field ground motions14
Exploring the reliability of different artificial intelligence techniques in predicting earthquake for Malaysia14
Design optimization of triple friction pendulums for high-rise buildings considering both seismic and wind loads14
Numerical performance assessment of slope reinforcement using a pile-anchor structure under seismic loading14
Dynamic properties of sand-bitumen mixtures as a geotechnical seismic isolation material14
Dynamic responses of layered poroelastic ground under moving traffic loads considering effects of pavement roughness14
A three-dimensional investigation on performance of batter pile groups in laterally spreading ground14
Quantification of site effects in the Amatrice area (Central Italy): Insights from ground-motion recordings of the 2016–2017 seismic sequence14
Lateral spreading of ports in the 2014 Cephalonia, Greece, earthquakes14
Method to evaluate the dynamic structure-soil-structure interaction of 3-D buildings arrangement due to seismic excitation14
Large shaking table tests of pile-supported structures in different ground conditions14
Optimum design of piles with pre-hole filled with high-damping material: Experimental tests and analytical modeling14
Liquefaction resistance of Christchurch sandy soils from direct simple shear tests14
Steady-state response of flexible combined pile-raft foundation under dynamic loading14
Seismic isolation design of structure using variable friction pendulum bearings14
Simplified analytical solution for circular tunnel under obliquely incident SV wave14
Influence of the seismic shear proportioning factor on steel MRFs seismic performances14
Nonlinear periodic foundations for seismic protection: Practical design, realistic evaluation and stability considerations14
Verification of multi-level SMA/lead rubber bearing isolation system for seismic protection of bridges14
Investigation on the undrained shear strength of loose sand with added materials at various mean diameter ratios14
Effect of particle size on the failure behavior of cemented coral sand under impact loading14
Modeling sensitivity analysis of special concentrically braced frames under short and long duration ground motions14
A micromechanical analysis of the effects of particle shape and contact law on the low-strain stiffness of granular soils14
Characterization of permanent deformation of fine-grained subgrade soil under intermittent loading14
Nonlinear seismic site response classification using K-means clustering algorithm: Case study of the September 6, 2018 Mw6.6 Hokkaido Iburi-Tobu earthquake, Japan14
Investigation of seismic behavior of slope reinforced by anchored pile structures using shaking table tests13
Structural health monitoring study of the ZOIL building using earthquake records13
Structural performance of buried pipeline undergoing strike-slip fault rupture in 3D using a non-linear sand model13
Topographic amplification of ground motions incorporating uncertainty in subsurface soils with extensive geological borehole data13
Numerical simulation of the compaction effect and the dynamic response of an oscillation roller based on a hypoplastic soil model13
Enhanced endurance-time-method (EETM) for efficient seismic fragility, risk and resilience assessment of structures13
Robust design optimization for SMA based nonlinear energy sink with negative stiffness and friction13
Closed-form stochastic response of linear building structures to spectrum-consistent seismic excitations13
New fundamental period formulae for soil-reinforced concrete structures interaction using machine learning algorithms and ANNs13
Assessment of tamping-based specimen preparation methods on static liquefaction of loose silty sand13
Numerical analysis of the structural response of unburied offshore pipelines crossing active normal and reverse faults13
Seismic performance of underground subway station structure considering connection modes and diaphragm wall13
Experimental investigation of the seismic response of shallow-buried subway station in liquefied soil13
Seismic performance evaluation of typical dampers designed by Chinese Code subjected to the main shock-aftershocks13
Seismic responses of monopile-supported offshore wind turbines in soft clays under scoured conditions13
Performance degradation of tuned-mass-dampers arising from ignoring soil-structure interaction effects13
New vector-valued intensity measure for predicting the collapse capacity of steel moment resisting frames with viscous dampers13
A centrifugal experimental investigation on the seismic response of group-pile foundation in a slope with an inclined weak intercalated layer13
Effect of frequency dependence of large mass ratio viscoelastic tuned mass damper on seismic performance of structures13
Generation of fully non-stationary random processes consistent with target seismic accelerograms13
Dynamic vertical displacement for ballastless track-subgrade system under high-speed train moving loads13
Particle shape influence on the deformation resistance of carbonate sands under drained condition13
Shaking table test study on seismic behavior of underground structure with intermediate columns enhanced by concrete-filled steel tube (CFT)13
Seismic performance and effective isolation of a large multilayered underground subway station13
Tripod suction caisson foundations for offshore wind energy and their monotonic and cyclic responses in silty sand: Numerical predictions for centrifuge model tests13
Influence of mild steel damper design parameters on energy dissipation performance of low-damage self-centering precast concrete frame connections13
Comparative response of Kashmir Basin and its surroundings to the earthquake shaking based on various site effects13
Conditions of structural irregularity. Relationships with observed earthquake damage in Mexico City in 201713
Dynamic behavior of cement-stabilized organic-matter-disseminated sand under cyclic triaxial condition13
A preliminary investigation of vibration mitigation technique for the high-speed railway in seasonally frozen regions13
Experimental evaluation of an expanded polystyrene (EPS) block-geogrid system to protect buried pipes13
Pile-soil interaction under cyclic lateral load in loose sand: Experimental and numerical evaluations13
Seismic fragility analysis of bridge piers using methods of moment13
Empirical evaluation of kinematic soil-structure interaction effects in structures with large footprints and embedment depths13
Static and cyclic characterization of fouled railroad sub-ballast layer behaviour13
Seismic assessment of wind turbines: How crucial is rotor-nacelle-assembly numerical modeling?13
Influences of train speed on permanent deformation of saturated soft soil under partial drainage conditions13
Design of monopiles for offshore and nearshore wind turbines in seismically liquefiable soils: Methodology and validation12
The seismic response mechanisms of segmental lining structures applied in fault-crossing mountain tunnel: The numerical investigation and experimental validation12
A novel approach for the evaluation of the economical losses due to seismic actions on RC buildings with masonry infills12
Correlation between earthquake intensity parameters and damage indices of high-rise RC chimneys12
Seismic behavior, blast response and progressive collapse of RC structures equipped with viscoelastic dampers12
Evaluation of performance of port structures during earthquakes12
Hysteretic and seismic performance of dual self-centering variable friction damper braces12
Effect of imperfect interfaces on dynamic response of a composite lining tunnel with an isolation layer under plane P and SV waves12
Evaluation of the effects of shaking history on liquefaction and cone penetration resistance using shake table tests12
Pore water pressure model for sands reinforced with randomly distributed fibers based on cyclic triaxial tests12
Field investigation into the vibration characteristics at the embankment of ballastless tracks induced by high-speed trains in frozen regions12
Effect of input frequency on the seismic response of deep circular tunnels12
Reproducing response spectra in shaking table tests of nonstructural components12
Local and regional evaluation of liquefaction potential index and liquefaction severity number for liquefaction-induced sand boils in pohang, South Korea12
Seismic collision potential of adjacent base-isolated buildings with corridor bridges subjected to bidirectional near-fault pulse-like ground motions12
On the development of novel mitigation techniques against faulting–induced deformation: “Smart” barriers and sacrificial members12
Validation of a finite element modelling approach on soil-foundation-structure interaction of a multi-storey wall-frame structure under dynamic loadings12
Parametric study of structural parameters affecting seismic stability in slopes reinforced by pile-anchor structures12
A new evaluation index for reliquefaction resistance of Toyoura sand12
Performance of buried rigid pipes under the application of incrementally increasing cyclic loading12
A shaking table-based experimental study of seismic response of shield-enlarge-dig type's underground subway station in liquefiable ground12
Predicting the small strain shear modulus of coarse-grained soils12
Prediction of time of liquefaction using kinetic and strain energy12
Experimental and numerical modeling on the liquefaction potential and ground settlement of silt-interlayered stratified sands12
Recovery and reconstruction of schools after M 7.3 Ezgeleh-Sarpole-Zahab earthquake; part II: Recovery process and resiliency calculation12
Effect of pre-dynamic loading on static liquefaction of undisturbed loess12
Dynamic properties of two historically liquefiable sands in the Lisbon area12
A simple single bounding surface model for undrained cyclic behaviours of saturated clays and its numerical implementation12
Effect of CPRF on nonlinear seismic response of an NPP structure considering raft-pile-soil-structure-interaction12
Seismic response of yielding structures equipped with inerters12
Seismic response of low-rise 3-D steel structures equipped with the seesaw system12
Novel adaptive hysteretic damper for enhanced seismic protection of braced buildings12
Multi-attribute seismic data spectrum analysis of tunnel orthogonal underpass landslide shaking table test12
Influence of the sloping ground conditions and the subsequent shaking events on the pile group response subjected to kinematic interactions for a liquefiable sloping ground12
Uncertainty quantification of heterogeneous mass concrete in macro-scale12
Material point method for large-deformation modeling of coseismic landslide and liquefaction-induced dam failure12
A simplified reliability estimation method for pile-supported wharf on the residual displacement by earthquake12
Ground subsidence and its implication on building seismic performance12
Numerical analysis of the mechanical properties of rock materials under tiered and multi-level cyclic load regimes12
Displacement hazard curves derived from slope-specific predictive models of earthquake-induced displacement12
Seismic overturning fragility analysis for freestanding building contents subjected to horizontal bidirectional floor motions12
Analytical solution for the mechanical responses of transversely isotropic viscoelastic multi-layered asphalt pavement subjected to moving harmonic load12
Development of a compound intensity measure using partial least-squares regression and its statistical evaluation based on probabilistic seismic demand analysis12
Numerical modeling of soil liquefaction and lateral spreading using the SANISAND-Sf model in the LEAP experiments12
Constant ductility inelastic displacement ratios for the design of self-centering structures with flag-shaped model subjected to pulse-type ground motions12
Analytical solution for dynamic responses of the vertical shaft in a shaft-tunnel junction under transverse loads12
State of the art in the assessment of aging effects on soil liquefaction12
The wave function method for calculation of vibrations from a twin tunnel in a multi-layered half-space12
Comprehensive investigation and analysis of liquefaction damage caused by the Ms7.4 Maduo earthquake in 2021 on the Tibetan Plateau, China12
Methodology for failure mode prediction of onshore buried steel pipelines subjected to reverse fault rupture12
Prediction of spectral accelerations of aftershock ground motion with deep learning method12
Shaking table tests on shaft-tunnel junction under longitudinal excitations12
Seismic analysis of soil-structure system of nuclear power plant on non-rock site via shaking table test12
Seismic vulnerability analysis for shallow-buried underground frame structure considering 18 existing subway stations12
Probabilistic framework for regional loss assessment due to earthquake-induced liquefaction including epistemic uncertainty12
Dynamic analyses of pile-supported bridges including soil-structure interaction under stochastic ice loads12
Topology optimization of periodic pile barriers and its application in vibration reduction for plane waves12
Dynamic response of asphalt pavement under vibration rolling load: Theory and calibration12
Energy-based considerations for the seismic design of ductile and dissipative glass frames12
Vertical response analysis at multi-points on defective pile in layered soil and its application11
Long term cyclic behavior of saturated soft clay under different drainage conditions11
Development of hybrid test system for three-dimensional viscoelastic damping frame structures based on Matlab-OpenSees combined programming11
Resilient modulus of coarse-grained subgrade soil for heavy-haul railway: An experimental study11
Degree of saturation affecting liquefaction resistance and undrained shear strength of silty sands11
High strain damping for sands from load-controlled cyclic tests: Correlation between stored strain energy and pore water pressure11
Evaluation of the effects of initial deviatoric stress and cyclic stress amplitude on liquefaction potential of loose and medium-dense sands: An energy-based method11
Seismic loading on cantilever retaining walls: Full-scale dynamic analysis11
Design and Commissioning of Continuous Soil Box Supported on Shake Tables Array for Testing Long Geostructures11
Seismic control of a single-tower extradosed railway bridge using the E-Shaped steel damping bearing11
Potential bias of conventional structural seismic fragility for bridge structures under pulse-like ground motions: Bias evaluation and strategy improvement11
Pre-shaking effects on volumetric strain and cyclic strength of sand and comparison to unsaturated soils11
Shaking table test and numerical simulation on seismic performance of prefabricated corrugated steel utility tunnels on liquefiable ground11
Investigating the spatial variability of ground motions during the 2017 Mw 7.1 Puebla-Mexico City earthquake via idealized simulations of basin effects11
Influences of earthquake input models on nonlinear seismic performances of minaret-foundation-soil interaction systems11
Dynamic failure processes and failure mechanism of soil slope under random earthquake ground motions11
Karlsruhe fine sand under monotonic and cyclic loads: Modelling and validation11
Building coupling loss measurement and prediction due to train-induced vertical vibrations11
Effect of spatial variability of earthquake ground motions on the reliability of road system11
Site effects and soil-foundation-structure interaction: derivation of fragility curves and comparison with Codes-conforming approaches for a masonry school11
Experimental validation of a simplified soil-structure interaction approach for the prediction of vibrations in buildings due to railway traffic11
Seismic analysis of arch dams using anisotropic damage-plastic model for concrete with coupled adhesive-frictional joints response11
Undrained cyclic behavior of granular materials considering initial static shear effect: Insights from discrete element modeling11
Horizontal dynamic response of partially embedded single pile in unsaturated soil under combined loads11
Seismic upgrading of existing masonry structures: A state-of-the-art review11
Railway critical speed assessment: A simple experimental-analytical approach11
A combination strategy of hollow-closed-wall in-filled trench and elastic bearing for reducing environmental vibration induced by high-speed train11
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 validation11
Energy-based liquefaction evaluation for induced strain and surface settlement ― evaluation steps and case studies ―11
Recovery and reconstruction of schools after M 7.3 Ezgeleh-Sarpole-Zahab earthquake of Nov. 2017; part I: Structural and nonstructural damages after the earthquake11
Influence of higher-order modes of slender tall pier bridge columns on the seismic performance of pile foundations11
Effect of nearby ground structures on the seismic response of underground structures in saturated sand11
Multi-objective loss-based optimization of viscous dampers for seismic retrofitting of irregular structures11
Longitudinal response of buried pipeline under non-uniform seismic excitation from multi-point shaking table tests11
Influence of interactions between topographic and soil layer amplification on seismic response of sliding mass and slope displacement11
Simplified assessment of pile-head kinematic demand in layered soil11
Empirical resilience and vulnerability model of regional group structure considering optimized macroseismic intensity measure11
Estimation of the critical buckling load of pile foundations during soil liquefaction11
Seismic performance improvement of underground frame structures by changing connection type between sidewalls and slab11
Vertical dynamic response of a pile embedded in radially inhomogeneous soil based on fictitious soil pile model11
Rock slope reliability analysis using Barton-Bandis failure criterion with modified pseudo-dynamic approach11
On the influence of the sample preparation method on strain accumulation in sand under high-cyclic loading11
Achieving targeted levels of reliability for low-rise seismically isolated structures11
Influence of site factors on offshore ground motions: Observed Results and Numerical Simulation11
Direct determination of resonant properties of near-surface sediments using microtremor11
Wave-induced dynamic response in a transversely isotropic and multilayered poroelastic seabed11
Development of risk-targeted seismic hazard maps for the Iranian plateau11
Investigation on the macro-meso fatigue damage mechanism of rock joints with multiscale asperities under pre-peak cyclic shear loading11
Probabilistic regional-scale liquefaction triggering modeling using 3D Gaussian processes11
Probabilistic seismic performance assessment of timber-steel hybrid structures subjected to mainshock-aftershock sequences11
On the modal response of an instrumented steel water-storage tank including soil-structure interaction11
Shaking table test and numerical simulation on ultra-large diameter shield tunnel passing through soft-hard stratum11
Predicting method on settlement of soft subgrade soil caused by traffic loading involving principal stress rotation and loading frequency11
Seismic behavior of a dolphin-type berth subjected to liquefaction induced lateral spreading: 1g large scale shake table testing and numerical simulations11
Segmented pipeline damage predictions using liquefaction vulnerability parameters11
Centrifuge testing to investigate effects of partial saturation on the response of shallow foundation in liquefiable ground under strong sequential ground motions11
Full-scale test on seismic performance of circumferential joint of shield-driven tunnel11
Seismic performance improvement of single-storey precast reinforced concrete industrial buildings in use11
Full-scale model testing of the dynamic response of lime-stabilized weathered red mudstone subgrade under railway excitation11
Seismic vulnerability of bhutanese vernacular stone masonry buildings: From damage observation to fragility analysis11
Dynamic soil properties of nanoparticles and bioenzyme treated soft clay10
Analytical model of large-diameter viscoelastic floating pile and application in pile low-strain integrity testing10
Prediction of secant shear modulus and damping ratio for an extremely dilative silica sand based on machine learning techniques10
Prediction equations for the effective number of cycles of ground motions for shallow crustal earthquakes10
Seismic fragility curves of steel structures including soil-structure interaction and variation of soil parameters10
Computation of seismic translational and rotational displacements of cantilever retaining wall with shear key10
Liquefaction of sand under monotonic and cyclic shear conditions: Impact of drained preloading history10
Orientation of the strongest velocity pulses and the maximum structural response to pulse-like ground motions10
Effects of rocking coefficient and critical contact area ratio on the performance of rocking foundations from centrifuge and shake table experimental results10
Seismic performance assessment of piping systems in bare and infilled RC buildings10
Experimental investigation of a single-yielding precast concrete beam–column connection with replaceable energy-dissipation connector10
A novel lever-based-inerter-enhanced self-centering damping system to retrofit double-column bridge bent10
Nonlinear soil response under non-uniform seismic excitation from multi-point shaking table tests10
Performance of high-damping rubber bearings for seismic isolation of residential buildings in Turkey10
Topographic effects during the September 19, 2017 Mexico city earthquake10
Liquefaction mitigation mechanisms of stone column-improved ground by dynamic centrifuge model tests10
Dynamic simulation of falling weight deflectometer tests on flexible transversely isotropic layered pavements10
Influence of seismic input characterisation on empirical damage probability matrices for the 2009 L'Aquila event10
The September 19, 2017 Mw 7.1 Puebla-Mexico City earthquake: Observed rockfall and landslide activity10
Assessment of seismic behavior of back-to-back mechanically stabilized earth walls using 1g shaking table tests10
Explainable machine learning model for liquefaction potential assessment of soils using XGBoost-SHAP10
Numerical study on site response considering ground motion spatial variation10
Study on instability and damage of a loess slope under strong ground motion by numerical simulation10
Oil damper with variable stiffness for the seismic mitigation of cable-stayed bridge in transverse direction10
A comparison of artificial neural network and classical regression models for earthquake-induced slope displacements10
Fuzzy seismic fragility analysis of gravity dams considering spatial variability of material parameters10
Seismic performance assessment of a super high-rise twin-tower structure connected with rotational friction negative stiffness damper and lead rubber bearing10
Seismic performance of bridge piers: caisson vs pile foundations10
Effect of non-plastic fines on the anisotropic small strain stiffness of a calcareous sand10
On the variation of mechanical properties of saturated sand during liquefaction observed in shaking table tests10
Analytical solution for seismic response of tunnels with composite linings in elastic ground subjected to Rayleigh waves10
Estimating VS30 at Korean Peninsular seismic observatory stations using HVSR of event records10
Seismic drift response of seesaw-braced and buckling-restrained braced steel structures: A comparison study10
Prediction of large seismic sliding movement of slopes using a 2-body non-linear dynamic model with a rotating stick-slip element10
Seismic acceleration demand and fragility assessment of storage tanks installed in industrial steel moment-resisting frame structures10
Concept design of jacket foundations for offshore wind turbines in 10 steps10
Amplification of seismic demands in inter-storey-isolated buildings subjected to near fault pulse type ground motions10
Stability analysis of substructure shake table testing using two families of model-based integration algorithms10