Investigation of the design recommendations of reinforced concrete beam-column joints.
A parametric analysis on 58 beam-column joint specimens has been conducted. The analysis considered 14 fundamental parameters in the design of each specimen and two performance indicators: the horizontal shear strength ratio between the maximum measured strength and the theoretical strength at beam...
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| Language: | en |
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University of Canterbury. Civil Engineering
2015
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| Online Access: | http://hdl.handle.net/10092/10981 |