抄録
The object of this paper was to clarify the effect of non-linear characteristics of each structural member on the structural behaviors in the long span cable-stayed bridges with full, self and partial anchorages. Numerical results by the non-linear analysis of varying span length, span sag ratio and cable system are presented to investigate the static characteristics in long span cable-stayed bridges with various types of anchorages.
| 本文言語 | 英語 |
|---|---|
| ページ（範囲） | 145-155 |
| ページ数 | 11 |
| ジャーナル | Memoirs of the Faculty of Engineering, Kyushu University |
| 巻 | 47 |
| 号 | 2 |
| 出版ステータス | 出版済み - 6月 1987 |
!!!All Science Journal Classification (ASJC) codes
- 工学（全般）