High cycle (fatigue) resistance of reinforced concrete beams with lap splices
<p>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...
Main Author: | Afseth, Jeffrey G. |
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Other Authors: | none |
Format: | Others |
Language: | en |
Published: |
University of Saskatchewan
2013
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Subjects: | |
Online Access: | http://library.usask.ca/theses/available/etd-01152013-124631/ |
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