Structural behaviour of reinforced concrete continuous deep beams with web openings
Ten reinforced-concrete continuous deep beams with openings were tested to failure. The main variables investigated were the shear span-to-overall depth ratio, and the size and location of openings. Two failure modes influenced by the size and location of web openings regardless of the shear span-to...
| Main Authors: | , |
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| Language: | en |
| Published: |
2008
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| Subjects: | |
| Online Access: | http://hdl.handle.net/10454/862 |