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 conc...
Saved in:
| 主要作者: | |
|---|---|
| 格式: | Thesis |
| 语言: | English |
| 出版: |
2005
|
| 主题: | |
| 在线阅读: | http://eprints.uthm.edu.my/8656/1/24p%20NOOR%20AZLINA%20ABDUL%20HAMID.pdf |
| 标签: |
添加标签
没有标签, 成为第一个标记此记录!
|