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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USGS Numbered Series published by U.S. Geological Survey in 2012 | |||||||||||||||
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Property / publication date: 2012 / rank | |||||||||||||||
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15 July 2012
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Property / publication date: 15 July 2012 / rank | |||||||||||||||
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Property / addresses subject: Seismic Engineering and Ground Motion Analysis / rank | |||||||||||||||
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Property / addresses subject: Seismic Engineering and Ground Motion Analysis / reference | |||||||||||||||
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Property / addresses subject: High-Resolution Seismic Noise Tomography / rank | |||||||||||||||
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Property / addresses subject: High-Resolution Seismic Noise Tomography / reference | |||||||||||||||
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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 |
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Statements
15 July 2012
0 references
1 reference