NON-LINEAR BEHAVIOR OF LONG SPAN CABLE-STAYED BRIDGES WITH FULL, SELF AND PARTIAL ANCHORAGES.

Hisanori Otsuka, Yoshimi Sonoda

研究成果: Contribution to journalArticle査読

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
47
2
出版ステータス出版済み - 6 1987

All Science Journal Classification (ASJC) codes

  • 工学(全般)

フィンガープリント

「NON-LINEAR BEHAVIOR OF LONG SPAN CABLE-STAYED BRIDGES WITH FULL, SELF AND PARTIAL ANCHORAGES.」の研究トピックを掘り下げます。これらがまとまってユニークなフィンガープリントを構成します。

引用スタイル