Dynamic Periods and Building Damage at Charleston, South Carolina during the 1886 Earthquake
Author(s): |
Cedric D. Fairbanks
Ronald D. Andrus William M. Camp William B. Wright |
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Medium: | journal article |
Language(s): | English |
Published in: | Earthquake Spectra, November 2008, n. 4, v. 24 |
Page(s): | 867-888 |
DOI: | 10.1193/1.2980346 |
Abstract: |
Fundamental dynamic periods of Quaternary deposits beneath the peninsula of Charleston, South Carolina, are characterized spatially using an updated isopach map of Quaternary thickness, characteristic small-strain shear wave velocity information, a 1:24,000 geologic map, and a simple approximating equation. The updated isopach map is developed from subsurface information from 266 investigation sites. Estimates of fundamental periods for the Quaternary sediments primarily range between 0.3 and 0.7 s. These periods are lower end estimates of actual ground periods, based on a comparison with modeled response-spectra ratios. Estimates of fundamental periods range from 0.1 to 0.4 s for over 95% of the buildings present in 1886. Thus, the overlap between the range of building periods and the range in periods corresponding to high spectral ratios is not great. This finding agrees with the observation of Marciano and Elton that damage was independent (or only slightly dependent) of building height. |
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10672593 - Published on:
12/06/2022 - Last updated on:
12/06/2022