| 種別 | paper |
| 主題 | Analysis of Two Continuous Span Prestressed Concrete Beam with External Cables Considering Shear Deformation |
| 副題 | |
| 筆頭著者 | Bui Khac DIEP（Nagoya University） |
| 連名者1 | Tada-aki TANABE（Nagoya University） |
| 連名者2 | |
| 連名者3 | |
| 連名者4 | |
| 連名者5 | |
| キーワード | Extemal cable, PC beam, deviators, moment, displacement, strain, faction, reaction. |
| 巻 | 21 |
| 号 | 3 |
| 先頭ページ | 955 |
| 末尾ページ | 960 |
| 年度 | 1999 |
| 要旨 | Extemal prestressing concrete bridges have become very popular in recent years because of their advantages such as reduction of both construction time and construction cost and possibility of maintenance and repair. However structural behaviors between extemal cables and concrete, especially friction coefficients at deviators are not yet fully understood. In this papers were developed FEM for analysis of two continuous span of PC beam considering shear deformation with arbitrary loading scheme, The analytical results were also compared with test results which is available in some literature. |
| PDFファイル名 | 021-01-3160.pdf |