학술논문
4径間超長大吊橋の弾塑性挙動と終局強度特性に関する考察 / Elasto-plastic behaviors and ultimate strength of 4 super long-span suspension bridges
Document Type
Journal Article
Author
Source
構造工学論文集 Ａ / Journal of Structural Engineering, A. 2010, 56A:817
Subject
Language
Japanese
ISSN
1881-820X
Abstract
At present, it has been reported that the limit span of a suspension bridge will be around 4000m. In order to realize such super long-span bridge, the development of new construction techniques is necessary. Furthermore, in Japan, the economy and durability by the rational design is strongly demanded. This paper clarifies the elasto-plastic behavior and the ultimate strength of continuous suspension bridge with 4 super long spans. In particular, we examine the effectiveness of applying two boxes and grating cross-section to a main stiffening girder and 2000 MPa high strength cable to the main cable.