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View article: Workflow for High-Fidelity Dynamic Analysis of Structures with Pile Foundation
Workflow for High-Fidelity Dynamic Analysis of Structures with Pile Foundation Open
The demand for high-fidelity numerical simulations in soil-structure interaction analysis is on the rise, yet a standardized workflow to guide the creation of such simulations remains elusive. This paper aims to bridge this gap by presenti…
View article: An open-source simulation platform to support and foster research collaboration in natural hazards engineering
An open-source simulation platform to support and foster research collaboration in natural hazards engineering Open
Computational simulation is a critical tool for assessing the impacts of natural hazards and informing risk mitigation and resilience strategies. The NHERI SimCenter has developed an open-source, modular framework that integrates performan…
View article: On the Integration of an Acst-Based Bounding Surface Model
On the Integration of an Acst-Based Bounding Surface Model Open
View article: MITIGATION OF LIQUEFACTION RISK IN LAYERED SOILS VIA STONE COLUMN DRAINS: NUMERICAL STUDY AND NOVEL UNCOUPLED APPROACH
MITIGATION OF LIQUEFACTION RISK IN LAYERED SOILS VIA STONE COLUMN DRAINS: NUMERICAL STUDY AND NOVEL UNCOUPLED APPROACH Open
View article: A comparison of ground motions predicted through one-dimensional site response analyses and three-dimensional wave propagation simulations at regional scales
A comparison of ground motions predicted through one-dimensional site response analyses and three-dimensional wave propagation simulations at regional scales Open
One-dimensional (1D) site response analysis (SRA), which considers vertically propagating seismic waves from the bedrock to the surface, has been a common technique among geotechnical engineers to examine site-specific ground shaking. Howe…
View article: LEAP-ASIA-2019 Simulation Exercise: Calibration of Constitutive Models and Simulations of the Element Tests
LEAP-ASIA-2019 Simulation Exercise: Calibration of Constitutive Models and Simulations of the Element Tests Open
This chapter presents a summary of the calibration exercises (i.e., element test simulations) submitted by nine numerical simulation teams that participated in the LEAP-ASIA-2019 prediction campaign. The standard sand selected for the camp…
View article: LEAP-ASIA-2019 Simulation Exercise: Comparison of the Type-B and Type-C Numerical Simulations with Centrifuge Test Results
LEAP-ASIA-2019 Simulation Exercise: Comparison of the Type-B and Type-C Numerical Simulations with Centrifuge Test Results Open
This chapter presents a summary of Type-B and Type-C numerical simulations submitted by nine numerical simulation teams that participated in the LEAP-ASIA-2019 prediction campaign, with the results of a selected set of centrifuge model tes…
View article: Tsunami Debris Motion and Loads in a Scaled Port Setting: Comparative Analysis of Three State-of-The-Art Numerical Methods Against Experiments
Tsunami Debris Motion and Loads in a Scaled Port Setting: Comparative Analysis of Three State-of-The-Art Numerical Methods Against Experiments Open
View article: R2D Tool Example E10SiteResponse
R2D Tool Example E10SiteResponse Open
Example files for R2D Example 10: This example presents regional earthquake impact analysis including site response analysis and building damage and loss assessment. Overall 177 sites are included for soil response simulation under bedrock…
View article: R2D Tool Example E10SiteResponse
R2D Tool Example E10SiteResponse Open
Example files for R2D Example 10: This example presents regional earthquake impact analysis including site response analysis and building damage and loss assessment. Overall 177 sites are included for soil response simulation under bedrock…
View article: Open-source simulation of strongly-coupled fluid-structure interaction between non-conformal interfaces
Open-source simulation of strongly-coupled fluid-structure interaction between non-conformal interfaces Open
Design code-based “life-safety” requirements for structural earthquake and tsunami design offer reasonable guidelines to construct buildings that will remain standing during a tsunami or seismic event. Much less consideration has been give…
View article: A suite of broadband physics‐based ground motion simulations for the Istanbul region
A suite of broadband physics‐based ground motion simulations for the Istanbul region Open
Physics‐based earthquake ground motion simulations (GMS) have acquired significant growth over the last two decades, mainly due to the explosive developments of high‐performance computing techniques and resources. These techniques benefit …
View article: Identification of Nonlinear Soil Properties from Downhole Array Data Using a Bayesian Model Updating Approach
Identification of Nonlinear Soil Properties from Downhole Array Data Using a Bayesian Model Updating Approach Open
An accurate seismic response simulation of civil structures requires accounting for the nonlinear soil response behavior. This, in turn, requires understanding the nonlinear material behavior of in situ soils under earthquake excitations. …
View article: Implementation, Verification, and Validation of the PM4Sand Model in OpenSees
Implementation, Verification, and Validation of the PM4Sand Model in OpenSees Open
Human and economic losses caused by earthquake-induced soil liquefaction underscore the importance of assessing liquefaction hazards, both by determining whether a soil is likely to liquefy and by estimating consequences these events may c…
View article: Enhancing Research in Natural Hazards Engineering Through the DesignSafe Cyberinfrastructure
Enhancing Research in Natural Hazards Engineering Through the DesignSafe Cyberinfrastructure Open
The DesignSafe cyberinfrastructure ( www.designsafe-ci.org ) is part of the NSF-funded Natural Hazard Engineering Research Infrastructure (NHERI) and provides cloud-based tools to manage, analyze, understand, and publish critical data for …
View article: NHERI-SimCenter/TransferFunctionTool: Version 1.0.0
NHERI-SimCenter/TransferFunctionTool: Version 1.0.0 Open
This educational tool allows users to define layered soil profiles underlain by rigid/elastic rock and change the characteristics of each layer, including thickness, shear wave velocity, density, and damping ratio of each layer. The user c…
View article: LEAP-2017 Simulation Exercise: Calibration of Constitutive Models and Simulation of the Element Tests
LEAP-2017 Simulation Exercise: Calibration of Constitutive Models and Simulation of the Element Tests Open
View article: Prediction of LEAP-UCD-2017 Centrifuge Test Results Using Two Advanced Plasticity Sand Models
Prediction of LEAP-UCD-2017 Centrifuge Test Results Using Two Advanced Plasticity Sand Models Open
In accordance with the Liquefaction Experiments and Analysis Projects (LEAP)-UCD-2017 guidelines, two stress-dependent bounding surface constitutive models, Manzari-Dafalias and PM4Sand, were calibrated for Class-B prediction of centrifuge…
View article: LEAP-2017: Comparison of the Type-B Numerical Simulations with Centrifuge Test Results
LEAP-2017: Comparison of the Type-B Numerical Simulations with Centrifuge Test Results Open
This paper presents comparisons of 11 sets of Type-B numerical simulations with the results of a selected set of centrifuge tests conducted in the LEAP-2017 project. Time histories of accelerations, excess pore water pressures, and lateral…
View article: Numerical Sensitivity Study Compared to Trend of Experiments for LEAP-UCD-2017
Numerical Sensitivity Study Compared to Trend of Experiments for LEAP-UCD-2017 Open
This paper describes the numerical sensitivity study requested prior to the December 2017 LEAP workshop. Several but not all of the simulation teams participated in this sensitivity study. The results of the sensitivity study are used to b…
View article: NHERI-SimCenter/s3hark: Release v1.1.2
NHERI-SimCenter/s3hark: Release v1.1.2 Open
Website: https://nheri-simcenter.github.io/s3hark/ s3hark is the acronym of site-specific seismic hazard analysis and research kit. This tool focuses on simulating wave propagation along soil depth using finite element …
View article: Curation and Publication of Simulation Data in DesignSafe, a Natural Hazards Engineering Open Platform and Repository
Curation and Publication of Simulation Data in DesignSafe, a Natural Hazards Engineering Open Platform and Repository Open
Most open repositories present a similar interface and workflow to publish data resultant from different types of research methods. Publishing simulation datasets is challenging due to the iterative nature of simulations that generate larg…
View article: EXPERIMENTAL MODELING OF WAVE FORCES AND HYDRODYNAMICS ON ELEVATED COASTAL STRUCTURES SUBJECT TO WAVES, SURGE OR TSUNAMIS: THE EFFECT OF BREAKING, SHIELDING AND DEBRIS
EXPERIMENTAL MODELING OF WAVE FORCES AND HYDRODYNAMICS ON ELEVATED COASTAL STRUCTURES SUBJECT TO WAVES, SURGE OR TSUNAMIS: THE EFFECT OF BREAKING, SHIELDING AND DEBRIS Open
Coastal communities provide important economic, transport, and recreational services to large numbers of people worldwide. However, these coastal communities are vulnerable to damage by extreme events such as tropical cyclones or tsunamis.…
View article: Estimation of Shear Demands on Rock Socketed Drilled Shafts subjected to Lateral Loading
Estimation of Shear Demands on Rock Socketed Drilled Shafts subjected to Lateral Loading Open
This report presents results of an evaluation study on the applicability of current design procedures (based on p-y curves) to the analysis of large-diameter shafts socketed in rock, and the identification of enhanced moment transfer mecha…
View article: PRENOLIN: International Benchmark on 1D Nonlinear Site‐Response Analysis—Validation Phase Exercise
PRENOLIN: International Benchmark on 1D Nonlinear Site‐Response Analysis—Validation Phase Exercise Open
This article presents the main results of the validation phase of the PRENOLIN project. PRENOLIN is an international benchmark on 1D nonlinear (NL) site-response analysis. This project involved 19 teams with 23 different codes tested. It w…
View article: Bridge Foundation Pinning Resistance Implied by Simplefied Equivalent Static Analysis Procedure for Lateral Spreading
Bridge Foundation Pinning Resistance Implied by Simplefied Equivalent Static Analysis Procedure for Lateral Spreading Open
Liquefaction-induced lateral spreading is a critical design case for many bridges located in high-seismicity regions of the Pacific Northwest. The design procedures currently used in the region tend to rely upon a simplified 2D plane strai…
View article: Stress-strain response of the LEAP-2015 centrifuge tests and numerical predictions
Stress-strain response of the LEAP-2015 centrifuge tests and numerical predictions Open
View article: Liquefaction experiment and analysis projects (LEAP): Summary of observations from the planning phase
Liquefaction experiment and analysis projects (LEAP): Summary of observations from the planning phase Open
View article: Modeling Tsunami Induced Debris Impacts on Bridge Structures using the Material Point Method
Modeling Tsunami Induced Debris Impacts on Bridge Structures using the Material Point Method Open
Bridges represent a key part of infrastructure, playing a critical role in emergency response and post-event reconstruction. In this context, it is important for bridges to be able to survive both ground shaking and the effects of tsunamis…
View article: An Enhanced Smoothing Algorithm for MPM to Stabilize Hydrodynamic Impact Problems with Embedded Solids
An Enhanced Smoothing Algorithm for MPM to Stabilize Hydrodynamic Impact Problems with Embedded Solids Open
The impact of debris carried by floods or tsunamis can cause severe damage to structures, but the complex phenomena involved are difficult to model. The Material Point Method (MPM) provides one framework for modeling such systems, with the…