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Seismic Stability of St. Stephen Hydropower Plant, South Carolina
A performance-based analysis was used to assess the seismic performance of St. Stephen Powerhouse erection bay. Two site-specific design response spectra were used to evaluate the structure. These included a 2,475-year probabilistic earthquake event and a deterministic Maximum Credible Earthquake pl...
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| creator | Ebeling, Robert M Hall, Robert L Strom, Ralph W Yule, Donald E Chowdhury, Mostafiz |
| description | A performance-based analysis was used to assess the seismic performance of St. Stephen Powerhouse erection bay. Two site-specific design response spectra were used to evaluate the structure. These included a 2,475-year probabilistic earthquake event and a deterministic Maximum Credible Earthquake plus one standard deviation event. The St. Stephen Powerhouse superstructure is vulnerable to collapse for earthquake hazards with return periods greater than 500 years. The structure does not meet the basic safety objective (collapse prevention) of the Federal Emergency Management Agency Prestandard and Commentary for the Seismic Rehabilitation of Buildings, FEMA 356-357.
Prepared for U.S. Army Engineer District, Charleston, SC. The original document contains color images. |
| format | report |
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Prepared for U.S. Army Engineer District, Charleston, SC. The original document contains color images.</description><subject>DYNAMIC ANALYSIS</subject><subject>EARTHQUAKES</subject><subject>FINITE ELEMENT ANALYSIS</subject><subject>HYDRAULIC POWER</subject><subject>HYDROPOWER</subject><subject>MAXIMUM CREDIBLE EARTHQUAKE</subject><subject>MAXIMUM LIKELIHOOD ESTIMATION</subject><subject>Numerical Mathematics</subject><subject>PERFORMANCE-BASED ANALYSIS</subject><subject>POWERHOUSE</subject><subject>PROBABILITY</subject><subject>RESPONSE SPECTRUM</subject><subject>SEISMIC STABILITY EVALUATION</subject><subject>SEISMIC WAVES</subject><subject>Seismology</subject><subject>SPECTRA</subject><subject>STABILITY</subject><subject>STANDARD DEVIATION</subject><subject>Statistics and Probability</subject><subject>SUPERSTRUCTURES</subject><fulltext>true</fulltext><rsrctype>report</rsrctype><creationdate>2006</creationdate><recordtype>report</recordtype><sourceid>1RU</sourceid><recordid>eNrjZHAMTs0szs1MVgguSUzKzMksqVTITwNy9IA4tSAjNU_BozKlKL8gvzy1SCEgJzGvREchOL-0JEPBObEoPyczL5GHgTUtMac4lRdKczPIuLmGOHvoppRkJscXl2TmpZbEO7o4mpiam5sZGxOQBgDFZC4h</recordid><startdate>200611</startdate><enddate>200611</enddate><creator>Ebeling, Robert M</creator><creator>Hall, Robert L</creator><creator>Strom, Ralph W</creator><creator>Yule, Donald E</creator><creator>Chowdhury, Mostafiz</creator><scope>1RU</scope><scope>BHM</scope></search><sort><creationdate>200611</creationdate><title>Seismic Stability of St. Stephen Hydropower Plant, South Carolina</title><author>Ebeling, Robert M ; Hall, Robert L ; Strom, Ralph W ; Yule, Donald E ; Chowdhury, Mostafiz</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-dtic_stinet_ADA4577633</frbrgroupid><rsrctype>reports</rsrctype><prefilter>reports</prefilter><language>eng</language><creationdate>2006</creationdate><topic>DYNAMIC ANALYSIS</topic><topic>EARTHQUAKES</topic><topic>FINITE ELEMENT ANALYSIS</topic><topic>HYDRAULIC POWER</topic><topic>HYDROPOWER</topic><topic>MAXIMUM CREDIBLE EARTHQUAKE</topic><topic>MAXIMUM LIKELIHOOD ESTIMATION</topic><topic>Numerical Mathematics</topic><topic>PERFORMANCE-BASED ANALYSIS</topic><topic>POWERHOUSE</topic><topic>PROBABILITY</topic><topic>RESPONSE SPECTRUM</topic><topic>SEISMIC STABILITY EVALUATION</topic><topic>SEISMIC WAVES</topic><topic>Seismology</topic><topic>SPECTRA</topic><topic>STABILITY</topic><topic>STANDARD DEVIATION</topic><topic>Statistics and Probability</topic><topic>SUPERSTRUCTURES</topic><toplevel>online_resources</toplevel><creatorcontrib>Ebeling, Robert M</creatorcontrib><creatorcontrib>Hall, Robert L</creatorcontrib><creatorcontrib>Strom, Ralph W</creatorcontrib><creatorcontrib>Yule, Donald E</creatorcontrib><creatorcontrib>Chowdhury, Mostafiz</creatorcontrib><creatorcontrib>ENGINEER RESEARCH AND DEVELOPMENT CENTER VICKSBURG MS</creatorcontrib><collection>DTIC Technical Reports</collection><collection>DTIC STINET</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>Ebeling, Robert M</au><au>Hall, Robert L</au><au>Strom, Ralph W</au><au>Yule, Donald E</au><au>Chowdhury, Mostafiz</au><aucorp>ENGINEER RESEARCH AND DEVELOPMENT CENTER VICKSBURG MS</aucorp><format>book</format><genre>unknown</genre><ristype>RPRT</ristype><btitle>Seismic Stability of St. Stephen Hydropower Plant, South Carolina</btitle><date>2006-11</date><risdate>2006</risdate><abstract>A performance-based analysis was used to assess the seismic performance of St. Stephen Powerhouse erection bay. Two site-specific design response spectra were used to evaluate the structure. These included a 2,475-year probabilistic earthquake event and a deterministic Maximum Credible Earthquake plus one standard deviation event. The St. Stephen Powerhouse superstructure is vulnerable to collapse for earthquake hazards with return periods greater than 500 years. The structure does not meet the basic safety objective (collapse prevention) of the Federal Emergency Management Agency Prestandard and Commentary for the Seismic Rehabilitation of Buildings, FEMA 356-357.
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| source | DTIC Technical Reports |
| subjects | DYNAMIC ANALYSIS EARTHQUAKES FINITE ELEMENT ANALYSIS HYDRAULIC POWER HYDROPOWER MAXIMUM CREDIBLE EARTHQUAKE MAXIMUM LIKELIHOOD ESTIMATION Numerical Mathematics PERFORMANCE-BASED ANALYSIS POWERHOUSE PROBABILITY RESPONSE SPECTRUM SEISMIC STABILITY EVALUATION SEISMIC WAVES Seismology SPECTRA STABILITY STANDARD DEVIATION Statistics and Probability SUPERSTRUCTURES |
| title | Seismic Stability of St. Stephen Hydropower Plant, South Carolina |
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