| International Journal of Information Technology | |
| Investigation on Behavior of Fixed-Ended Reinforced Concrete Deep Beams | |
| Y. Heyrani Birak ; R. Hizaji ; J. Shahkarami | |
| 关键词: Deep beam; capacity; reinforced concrete; fixed-ended.; | |
| DOI : 10.1999/1307-6892/10009777 | |
| 学科分类:计算机应用 | |
| 来源: World Academy of Science, Engineering and Technology (W A S E T) | |
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【 摘 要 】
Reinforced Concrete (RC) deep beams are special structural elements because of their geometry and behavior under loads. For example, assumption of strain- stress distribution is not linear in the cross section. These types of beams may have simple supports or fixed supports. A lot of research works have been conducted on simply supported deep beams, but little study has been done in the fixed-end RC deep beams behavior. Recently, using of fixed-ended deep beams has been widely increased in structures. In this study, the behavior of fixed-ended deep beams is investigated, and the important parameters in capacity of this type of beams are mentioned.
【 授权许可】
Unknown
【 预 览 】
| Files | Size | Format | View |
|---|---|---|---|
| RO201910289054017ZK.pdf | 636KB |
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