The use of horizontal and inclined bars as shear reinforcement
Shear failure in beams are caused by diagonal cracks near the support. Any form of effectively anchored reinforcement that intersects these cracks will be able to resist the shear stress to a certain extent. This project presents the results of an experimental investigation on six reinforced concret...
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| フォーマット: | 学位論文 |
| 言語: | 英語 |
| 出版事項: |
2005
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| 主題: | |
| オンライン･アクセス: | http://eprints.utm.my/3710/1/NoorAzlinaAbdulHamidMFKA2005.pdf |