Response of semi-rigid steel frames to sequential earthquakes
In a seismic event, large number of aftershocks are generally triggered due to the complex interaction within and between tectonic plates. Even though aftershocks are typically smaller in magnitude than mainshocks, their ground-motion intensity, measured by peak ground acceleration, is not always sm...
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Published in | Journal of constructional steel research Vol. 173; p. 106272 |
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Main Authors | , , |
Format | Journal Article |
Language | English |
Published |
Elsevier Ltd
01.10.2020
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Subjects | |
Online Access | Get full text |
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