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Renmin Pretell
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Liquefaction and cyclic softening at Balboa Boulevard during the 1994 Northridge Earthquake
R Pretell, K Ziotopoulou, CA Davis
Journal of Geotechnical and Geoenvironmental Engineering 147 (2), 05020014, 2021
172021
Investigation of key parameters and issues in simulating centrifuge model tests of a sheet-pile wall retaining a liquefiable soil deposit
D Basu, R Pretell, J Montgomery, K Ziotopoulou
Soil Dynamics and Earthquake Engineering 156, 107243, 2022
132022
Conducting 1D site response analyses to capture 2D VS spatial variability effects
R Pretell, K Ziotopoulou, NA Abrahamson
Earthquake Spectra 38 (3), 2235-2259, 2022
122022
Numerical modeling of ground deformations at Balboa Blvd. in the Northridge 1994 Earthquake
RA Pretell, K Ziotopoulou, C Davis
J. Geotech. Geoenviron. Eng 129 (4), 315-322, 2020
92020
Methodology for the development of input motions for nonlinear deformation analyses
R Pretell, K Ziotopoulou, N Abrahamson
Earthquake Geotechnical Engineering for Protection and Development of …, 2019
62019
Numerical Investigation of Vs Spatial Variability Effects on the Seismic Response Estimated Using 2D and 1D Site Response Analyses
R Pretell, K Ziotopoulou, NA Abrahamson
Geo-Congress 2022, 205-215, 2022
32022
Investigation of water pipeline failures at Balboa Boulevard during the 1994 Northridge earthquake
K Ziotopoulou, CA Davis, R Pretell
Lifelines 2022, 356-371, 2022
22022
StEER-M6. 4 and M7. 1 Ridgecrest, CA Earthquakes on July 4-5, 2019: Preliminary Virtual Reconnaissance Report (PVRR)
K Mosalam, I Robertson, V Abuchar, E Fischer, C Arteta, D Roueche, ...
DesignSafe-CI, 2019
22019
Alaska earthquake preliminary virtual assessment team (P-VAT) joint report
Structural Extreme Event Reconnaissance Network (StEER), Earthquake ...
Earthquake Engineering Research Institute, 2018
22018
A borehole array data–based approach for conducting 1D site response analyses II: Accounting for modeling errors
R Pretell, NA Abrahamson, K Ziotopoulou
Earthquake Spectra 39 (3), 1502-1533, 2023
12023
A borehole array data–based approach for conducting 1D site response analyses I: Damping and VS randomization
R Pretell, NA Abrahamson, K Ziotopoulou
Earthquake Spectra 39 (3), 1473-1501, 2023
12023
Parametric Investigation of Ground Failure at Balboa Boulevard during the 1994 Northridge Earthquake via Nonlinear Deformation Analyses
R Pretell, K Ziotopoulou, CA Davis
Lifelines 2022, 241-254, 2022
12022
Consistent Framework for PGA Estimation at Liquefaction Case History Sites: Application to the 1989 M6. 9 Loma Prieta Earthquake
R Pretell, SJ Brandenberg, JP Stewart
Geo-Congress 2024, 161-170, 2024
2024
Accounting for Vs Spatial Variability and Modeling Errors in 1D Site Response Analyses
ARP Ductram
University of California, Davis, 2022
2022
BROADENING THE UTILIZATION OF CSMIP DATA: DOUBLE CONVOLUTION METHODOLOGY TOWARDS DEVELOPING INPUT MOTIONS FOR SITE RESPONSE AND NONLINEAR DEFORMATION ANALYSES
R Pretell, SK Sinha, K Ziotopoulou, JA Watson-Lamprey, D Zekkos
2021
On the performance of two advanced constitutive models in capturing the element response of tailings
R Pretell, F Humire, K Ziotopoulou
Tailings and Mine Waste 2020, 2020
2020
DYNAMIC ASSESSMENT OF THE COSTA VERDE CLIFFS IN LIMA
R Pretell, Z Aguilar
World Engineering Conference on Disaster Risk Reduction (WECDRR), 2016
2016
Seismic Microzonation of Pisco City and San Clemente, Tupac Amaru, San Andres and Paracas Districts
ARP Ductram, ZA Bardales
2015
Comparison of simplified and detailed analyses for assessment of dynamic displacement of a centerline tailings dam
ARP Ductram, JN Dismuke
Itasca Symposium, 2015
2015
Microzonificación sísmica para el ámbito de la ciudad de Pisco y distritos de San Clemente, Tupac Amaru, San Andrés y Paracas
AR Pretell Ductram
Universidad Nacional de Ingeniería, 2014
2014
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Articole 1–20