Should ground-motion records be rotated to fault-normal/parallel or maximum direction for response history analysis of buildings? (Q61537): Difference between revisions

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ofr20121261
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Should ground-motion records be rotated to fault-normal/parallel or maximum direction for response history analysis of buildings?; 2012; OFR; 2012-1261; Reyes, Juan C.; Kalkan, Erol
USGS Numbered Series published by U.S. Geological Survey in 2012
Property / publication date
2012
Timestamp+2012-01-01T00:00:00Z
Timezone+00:00
CalendarGregorian
Precision1 year
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Property / publication date: 2012 / rank
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Property / publication date: 2012 / reference
 
Property / content URL
 
Property / content URL: https://pubs.usgs.gov/of/2012/1261/of2012-1261.pdf / rank
 
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Property / content URL: https://pubs.usgs.gov/of/2012/1261/of2012-1261.pdf / reference
 
Property / publication date
 
15 July 2012
Timestamp+2012-07-15T00:00:00Z
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Precision1 day
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Property / publication date: 15 July 2012 / rank
 
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Property / addresses subject
 
Property / addresses subject: Seismic Engineering and Ground Motion Analysis / rank
 
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Property / addresses subject: Seismic Engineering and Ground Motion Analysis / reference
 
Property / addresses subject
 
Property / addresses subject: High-Resolution Seismic Noise Tomography / rank
 
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Property / addresses subject: High-Resolution Seismic Noise Tomography / reference
 
Property / addresses subject
 
Property / addresses subject: Seismic Design and Analysis of Underground Structures / rank
 
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Property / addresses subject: Seismic Design and Analysis of Underground Structures / reference
 
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Property / OpenAlex ID: W1561579536 / rank
 
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Latest revision as of 23:18, 11 September 2024

USGS Numbered Series published by U.S. Geological Survey in 2012
  • ofr20121261
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English
Should ground-motion records be rotated to fault-normal/parallel or maximum direction for response history analysis of buildings?
USGS Numbered Series published by U.S. Geological Survey in 2012
  • ofr20121261

Statements