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Seismic fragility curves for soft-storey buildings

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conference contribution
posted on 2024-07-13, 06:16 authored by Kittipoom Rodsin, Nelson T. K. Lam, John WilsonJohn Wilson, Helen Goldsworthy
Buildings with a soft-storey are notoriously vulnerable to collapse under strong earthquake shaking. However, a building subject to a small or moderate magnitude earthquake has a fair chance of survival depending on the drift demand on the softstorey. This paper presents fragility curves which define the probability of collapse of a soft-storey column when subject to a pre-defined drift demand. The calculation for the fragility curves is based on the estimated shear (frictional) resistance to slip along a major diagonal shear crack (which is the plane of weakness for collapse to occur). The fragility curves presented can be shown to provide a more realistic representation of the seismic vulnerability of the building than the conventional approach based simply on the degradation in the horizontal resistance of the column.

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Conference name

Annual Technical Conference of the Australian Earthquake Engineering Society: Earthquake Engineering in Australia, Australian Capital Territory, 24-26 November 2006

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8 pp

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Australian Earthquake Engineering Society

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Copyright © 2006 Australian Earthquake Engineering Society. The published version is reproduced with the permission of the publisher.

Language

eng

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