Seismic: Difference between revisions
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“The scope of the seismic hazard study at a site depends on the seismicity of a region or site-specific considerations, the types of structures involved, and the consequences of failure. The design and evaluation of dams for earthquake loading should be based on a comparable level of study and analysis for each phase of the study (seismotectonic, geological, site, geotechnical, and structural investigations) and that level of study should reflect both the criticality of the structure and the complexity of the analysis procedures".<ref name="FEMA">[[Federal Guidelines for Dam Safety: Earthquake Analyses and Design of Dams (FEMA P-65) | Federal Guidelines for Dam Safety: Earthquake Analyses and Design of Dams (Federal Emergency Management Agency, 2005)]]</ref> | “The scope of the seismic hazard study at a site depends on the seismicity of a region or site-specific considerations, the types of structures involved, and the consequences of failure. The design and evaluation of dams for earthquake loading should be based on a comparable level of study and analysis for each phase of the study (seismotectonic, geological, site, geotechnical, and structural investigations) and that level of study should reflect both the criticality of the structure and the complexity of the analysis procedures".<ref name="FEMA">[[Federal Guidelines for Dam Safety: Earthquake Analyses and Design of Dams (FEMA P-65) | Federal Guidelines for Dam Safety: Earthquake Analyses and Design of Dams (Federal Emergency Management Agency, 2005)]]</ref> | ||
==Types of Seismic Evaluations== | |||
[paragraph here] | |||
* [[Feasibility (PGA from USGS)]] | |||
* [[Preliminary (Deterministic)]] | |||
* [[Detailed (Site Specific)]] | |||
==Required Data== | |||
[paragraph here] | |||
*[[Geologic and Tectonic Setting]] | |||
*[[Seismic Source Characterization]] | |||
*[[Ground Motion Characterization]] | |||
==Types of Analyses== | |||
[Paragraph Here] | |||
*[[Probabilistic Seismic Analysis]] | |||
*[[Deterministic Seismic Analysis]] | |||
*[[Reservoir-triggered Seismicity]] | |||
==Examples== | ==Examples== | ||
{{Website Icon}} | {{Website Icon}} | ||
==Best Practices Resources== | ==Best Practices Resources== | ||
{{Document Icon}} [[Federal Guidelines for Dam Safety: Earthquake Analyses and Design of Dams (FEMA P-65)]] | {{Document Icon}} [[Federal Guidelines for Dam Safety: Earthquake Analyses and Design of Dams (FEMA P-65)]] | ||
==Trainings== | ==Trainings== | ||
{{ | {{Video Icon}} | ||
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Revision as of 15:55, 14 September 2022
“The scope of the seismic hazard study at a site depends on the seismicity of a region or site-specific considerations, the types of structures involved, and the consequences of failure. The design and evaluation of dams for earthquake loading should be based on a comparable level of study and analysis for each phase of the study (seismotectonic, geological, site, geotechnical, and structural investigations) and that level of study should reflect both the criticality of the structure and the complexity of the analysis procedures".[1]
Types of Seismic Evaluations
[paragraph here]
Required Data
[paragraph here]
Types of Analyses
[Paragraph Here]
Examples
Best Practices Resources
Federal Guidelines for Dam Safety: Earthquake Analyses and Design of Dams (FEMA P-65)
Trainings
Citations:
Revision ID: 3001
Revision Date: 09/14/2022