Performance of concrete deep beams under fatigue loading
In this project, a total of 24 reinforced concrete deep beams with shear span to depth rations (a/h) of 1.0 and 1.5 were tested. Different arrangements of web reinforcements, i.e. without web reinforcement, with vertical web reinforcement, with orthogonal web reinforcements, and with inclined web r...
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Main Authors: | , |
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Format: | Research Report |
Published: |
2008
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Online Access: | http://hdl.handle.net/10356/7965 |
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Institution: | Nanyang Technological University |
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