posted on 2024-07-13, 06:16authored byKittipoom 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.
Annual Technical Conference of the Australian Earthquake Engineering Society: Earthquake Engineering in Australia, Australian Capital Territory, 24-26 November 2006