Seismic Performance of RC Bridge Columns with Termination of Main Reinforcement with Inadequate Development
Abstract eng: Shear failure of RC columns due to insufficient termination of main reinforcements resulted in extensive damage in bridges. Failure mechanism of a column with termination at two heights is clarified to identify the loading protocol dependence of the shear failure mode.
Contributors:
Conference Title:
Conference Title:
14th World Conference on Earthquake Engineering
Conference Venue:
Bejing (CN)
Conference Dates:
2008-10-12 / 2008-10-17
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
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Record created 2014-12-05, last modified 2014-12-05
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