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Site- and Motion-Dependent Parametric Uncertainty of Site-Response Analyses in Earthquake Simulations

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What this work says

Outgoing claims: the papers this work cites, builds on, or argues with.

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Modelling non-linear ground response of non-liquefiable soils
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Attenuation and Velocity Structure for Site Response Analyses via Downhole Seismogram Inversion
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A Wavelet-based Seismogram Inversion Algorithm for the In Situ Characterization of Nonlinear Soil Behavior
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Quantifying sensitivity of local site response models to statistical variations in soil properties
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Parametric study of site response analysis
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Seepage beneath water retaining structures founded on spatially random soil
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Parametric study of site response analysis
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On description of hysteretic behaviour of materials
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Effects of random variations of soil properties on site amplification of seismic ground motions
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Finite element model for the probabilistic seismic response of heterogeneous soil profile
inferredcites →https://doi.org/10.1016/s0267-7261(98)00031-1openalex-snapshot
Variability of seismic response of soils using stochastic finite element method
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Stochastic Finite Element Analysis for Multiphase Flow in Heterogeneous Porous Media
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1996)122:6(427)openalex-snapshot
Statistics of Free Surface Flow through Stochastic Earth Dam
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Finite Element Modeling of Settlements on Spatially Random Soil
inferredcites →https://doi.org/10.1061/40975(318)1openalex-snapshot
Nonlinear Seismic Ground Response Analysis: Code Usage Protocols and Verification against Vertical Array Data
inferredcites →https://doi.org/10.1061/ajgeb6.0000820openalex-snapshot
Nonlinear Soil Models for Irregular Cyclic Loadings
inferredcites →https://doi.org/10.1080/13632460309350472openalex-snapshot
EFFECTS OF SPATIAL VARIABILITY OF SOIL PROPERTIES ON SURFACE GROUND MOTION
inferredcites →https://doi.org/10.1139/t99-038openalex-snapshot
Characterization of geotechnical variability
inferredcites →https://doi.org/10.1193/1.1585736openalex-snapshot
2. Monte‐Carlo Simulation of the Theoretical Site Response Variability at Turkey Flat, California, Given the Uncertainty in the Geotechnically Derived Input Parameters
inferredcites →https://doi.org/10.1193/1.2830434openalex-snapshot
Ground‐Motion Prediction Equations for the Average Horizontal Component of PGA, PGV, and 5%‐Damped PSA at Spectral Periods between 0.01 s and 10.0 s
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Seepage beneath water retaining structures founded on spatially random soil
inferredcites →https://doi.org/10.1785/0120050186openalex-snapshot
Ground-Motion Amplification in Nonlinear Soil Sites with Uncertain Properties
inferredcites →https://doi.org/10.1785/0120060036openalex-snapshot
Prediction of Broadband Ground-Motion Time Histories: Hybrid Low/High- Frequency Method with Correlated Random Source Parameters
inferredcites →https://doi.org/10.1785/0120070009openalex-snapshot
Nonlinear Ground-Response Analysis of Turkey Flat Shallow Stiff-Soil Site to Strong Ground Motion
inferredcites →https://doi.org/10.1785/0120080031openalex-snapshot
Quantifying Nonlinearity Susceptibility via Site-Response Modeling Uncertainty at Three Sites in the Los Angeles Basin
inferredcites →https://doi.org/10.2113/gseegeosci.iii.1.158openalex-snapshot
Geotechnical Earthquake Engineering
inferredcites →https://doi.org/10.5860/choice.46-0909openalex-snapshot
Geotechnical earthquake engineering

What points at this work

Incoming claims: where this work appears in other papers’ reference lists and arguments.

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Effect of Depth-Dependent Shear Wave Velocity Profiles on Site Amplification
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Near-Field Effects on the in situ Estimation of Shear-Wave Velocity and Damping Ratio from MASW Tests
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Effect of Soil Properties and Input Motion on Site Amplification Using Validated Nonlinear Soil Model
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Non-linear site response analysis with accurate strength respresentation in the large strain range
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Modeling techniques for building design considering soil-structure interaction
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THE EFFECT OF INPUT MOTION SELECTION STRATEGIES ON NONLINEAR GROUND RESPONSE PREDICTIONS
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EFFECT OF 1D VERTICAL VARIABILITY OF SHEAR MODULUS ON THE SEISMIC RESPONSE OF SITES
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