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- W2555788970 abstract "Many investigations have confirmed the beneficial effects of footing uplift on structural performance, i.e. reduction of the ductility demand of structural members. Bridge piers have been designed to rock in some seismic retrofit projects, e.g. the South Rangitikei railway bridge in New Zealand. However, research on bridge with footing uplift is still limited and performed mainly numerically. Only a few experimental works on simplified single degree-of-freedom bridge models have been conducted. Another aspect that is seldom addressed is the effect of near-fault earthquake on bridge with uplift, even though destructive damage to bridges has been observed in the near-source regions. In this study the response of a single-span model bridge with uplift due to simultaneous vertical and horizontal excitations is investigated using a shake table. Artificial plastic hinges are constructed to replicate the nonlinear behaviour of the bridge piers. The excitations are selected from ground motions recorded in the 2010 and 2011 earthquakes in Canterbury. The transversal displacements at deck and footing responses under near-source and far-field ground motions have been discussed." @default.
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- W2555788970 date "2013-01-01" @default.
- W2555788970 modified "2023-09-23" @default.
- W2555788970 title "Experimental Investigation of Bridge with Footing Uplift under Near-fault Earthquake" @default.
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