| 種別 | paper |
| 主題 | Experimental Investigation on the Flexural Behavior of Two Span Continuous Beams with Large Eccentricities |
| 副題 | |
| 筆頭著者 | Thirugnanasuntharan ARAVINTHAN（DPS Bridge Works Co. Ltd.） |
| 連名者1 | Hiroshi MUTSUYOSHI（Saitama University） |
| 連名者2 | Yuzuru HAMADA（DPS Bridge Works Co. Ltd.） |
| 連名者3 | Muneki WATANABE（Mitsui Construction） |
| 連名者4 | |
| 連名者5 | |
| キーワード | continuous beams, external prestressing, flexural strength, large eccentricities, prestressed concrete |
| 巻 | 21 |
| 号 | 3 |
| 先頭ページ | 961 |
| 末尾ページ | 966 |
| 年度 | 1999 |
| 要旨 | Studies have shown that the ultimate flexural strength of externally prestressed beams is comparatively smaller than the one with bonded beams. One of the possible methods of enhancing the flexural strength of such beams is to place the tendons with large eccentricities. The structural performance can be further improved by making this structure a continuous one. To obtain an insight of the flexural behavior of such beams, an experimental investigation was conducted on two span continuous, beams with large eccentricities with various tendon layout. The results of this test are discussed in this paper. |
| PDFファイル名 | 021-01-3161.pdf |