High cycle (fatigue) resistance of reinforced concrete beams with lap splices
The development of current design standards for reinforced concrete beams containing lap splices has been mainly aimed at preventing failures due to static (monotonic) loading, or low cycle, high intensity (seismic) loading. However, little consideration has been given in these standards or in previ...
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| Language: | en_US |
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2013
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| Online Access: | http://hdl.handle.net/10388/etd-01152013-124631 |