Evaluation of contact and non-contact lap splices in concrete block masonry specimens
An experimental program was performed for qualitative and quantitative comparison of the maximum tensile resistance of contact and non-contact lap spliced bars in reinforced concrete block masonry using double pullout and wall splice specimens. A total of 32 specimens were tested, consisting of an e...
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| Format: | Others |
| Language: | en |
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University of Saskatchewan
2011
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| Online Access: | http://library.usask.ca/theses/available/etd-06272011-233005/ |