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DEPARTMENT OF CIVIL ENGINEERING UNIVERSITY OF SOUTHERN CALIFORNIA, LOS ANGELES, CALIFORNIA 90007
DEPARTMENT OF ENGINEERING AND APPLIED SCIENCE CALIFORNIA INSTITUTE OF TECHNOLOGY, PASADENA, CALIFORNIA 91125
Abstract
The frequency-dependent duration of strong earthquake ground motion, based on the mean-square integrals of motion, has been correlated with the reported Modified Mercalli Intensity at the recording site. Simple relations have been presented which describe the overall trends of computed durations for different levels of Modified Mercalli Intensity and for three classes of site geology.
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G-A. Tselentis and L. Danciu Empirical Relationships between Modified Mercalli Intensity and Engineering Ground-Motion Parameters in Greece Bulletin of the Seismological Society of America, August 1, 2008; 98(4): 1863 - 1875. [Abstract] [Full Text] [PDF] |
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