Behaviour of reinforced concrete deep beams under fatigue loading
In this project, a total of 24 reinforced concrete deep beams with shear span to depth ratios (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 rei...
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| 格式: | Theses and Dissertations |
| 語言: | English |
| 出版: |
2009
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| 主題: | |
| 在線閱讀: | http://hdl.handle.net/10356/19387 |
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| 機構: | Nanyang Technological University |
| 語言: | English |