Seismic shear capacity of reinforced concrete elements
The objective of this thesis was to develop a better understanding of reinforced concrete columns with minimal (widely spaced) transverse reinforcement subjected to reversed cyclic shear. This thesis involves three main parts which are described below. A rational model for the shear capacity of r...
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Language: | English |
Published: |
2009
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Online Access: | http://hdl.handle.net/2429/4096 |