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 language | English |
|---|---|
| Pages (from-to) | 145-155 |
| Number of pages | 11 |
| Journal | Memoirs of the Faculty of Engineering, Kyushu University |
| Volume | 47 |
| Issue number | 2 |
| Publication status | Published - Jun 1987 |
All Science Journal Classification (ASJC) codes
- Engineering(all)