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

Hisanori Otsuka, Yoshimi Sonoda

Research output: Contribution to journalArticle

Abstract

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.

Original languageEnglish
Pages (from-to)145-155
Number of pages11
JournalMemoirs of the Faculty of Engineering, Kyushu University
Volume47
Issue number2
Publication statusPublished - Jun 1987

    Fingerprint

All Science Journal Classification (ASJC) codes

  • Engineering(all)

Cite this