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PRJ-5754 | Non-ergodic based seismic performance assessment of slope systems
PI
Project Type
Simulation
Natural Hazard Type(s)
Earthquake, Landslide
Facilities
Awards
U.S. Geological Survey External Fund | G23AP00500 | USGS
Keywords
Non-ergodic hazard, non-ergodic fragility, seismic performance, slope systems
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Description:
The state of practice seismic performance assessments of slope systems only consider ergodic approaches. Earthquake engineering is transitioning into non-ergodic approaches; however, most efforts have been focused on hazard quantification, and not much emphasis has been put yet on non-ergodic aspects related to the response of engineering systems (slope systems in the context of this repository). This repository includes information related to the USGS project G23AP00500 "Seismic performance assessment of slope systems considering non-ergodic ground motion estimates and non-ergodic fragilities." The information is included for three sites in California considered for the project: San Luis Obispo (SLO), San Jose (SJ) and Northeast (NE) California
References:
Macedo, J. Olaya, & Liu, C., (2024). Seismic performance assessment of slope systems considering non-ergodic ground motion estimates and non-ergodic fragilities. USGS report
Simulation | SimSlope
Cite This Data:
Macedo, J., F. Olaya, C. Liu (2024). "SimSlope", in Non-ergodic based seismic performance assessment of slope systems. DesignSafe-CI. https://doi.org/10.17603/ds2-qe68-4v02
Hide Data
Simulation Type
Geotechnical
Author(s)
; ;
Facility
NA
Date Published
2024-11-29
DOI
10.17603/ds2-qe68-4v02
License
Open Data Commons Attribution
Description:
The state of practice seismic performance assessments of slope systems only consider ergodic approaches. Earthquake engineering is transitioning into non-ergodic approaches; however, most efforts have been focused on hazard quantification, and not much emphasis has been put yet on non-ergodic aspects related to the response of engineering systems (slope systems in the context of this repository). This repository includes information related to the USGS project G23AP00500 "Seismic performance assessment of slope systems considering non-ergodic ground motion estimates and non-ergodic fragilities." The information is included for three sites in California considered for the project: San Luis Obispo (SLO), San Jose (SJ) and Northeast (NE) California
Simulation Model | simmodel
Description:
The state of practice seismic performance assessments of slope systems only consider ergodic approaches. Earthquake engineering is transitioning into non-ergodic approaches; however, most efforts have been focused on hazard quantification, and not much emphasis has been put yet on non-ergodic aspects related to the response of engineering systems (slope systems in the context of this repository). This repository includes information related to the USGS project G23AP00500 "Seismic performance assessment of slope systems considering non-ergodic ground motion estimates and non-ergodic fragilities." The information is included for three sites in California considered for the project: San Luis Obispo (SLO), San Jose (SJ) and Northeast (NE) California
The state of practice seismic performance assessments of slope systems only consider ergodic approaches. Earthquake engineering is transitioning into non-ergodic approaches; however, most efforts have been focused on hazard quantification, and not much emphasis has been put yet on non-ergodic aspects related to the response of engineering systems (slope systems in the context of this repository). This repository includes information related to the USGS project G23AP00500 "Seismic performance assessment of slope systems considering non-ergodic ground motion estimates and non-ergodic fragilities." The information is included for three sites in California considered for the project: San Luis Obispo (SLO), San Jose (SJ) and Northeast (NE) California
The state of practice seismic performance assessments of slope systems only consider ergodic approaches. Earthquake engineering is transitioning into non-ergodic approaches; however, most efforts have been focused on hazard quantification, and not much emphasis has been put yet on non-ergodic aspects related to the response of engineering systems (slope systems in the context of this repository). This repository includes information related to the USGS project G23AP00500 "Seismic performance assessment of slope systems considering non-ergodic ground motion estimates and non-ergodic fragilities." The information is included for three sites in California considered for the project: San Luis Obispo (SLO), San Jose (SJ) and Northeast (NE) California
The state of practice seismic performance assessments of slope systems only consider ergodic approaches. Earthquake engineering is transitioning into non-ergodic approaches; however, most efforts have been focused on hazard quantification, and not much emphasis has been put yet on non-ergodic aspects related to the response of engineering systems (slope systems in the context of this repository). This repository includes information related to the USGS project G23AP00500 "Seismic performance assessment of slope systems considering non-ergodic ground motion estimates and non-ergodic fragilities." The information is included for three sites in California considered for the project: San Luis Obispo (SLO), San Jose (SJ) and Northeast (NE) California
