鋼構造論文集
Online ISSN : 1884-0329
Print ISSN : 1880-9928
ISSN-L : 1880-9928
既設鋼箱桁橋への落橋防止システム設置における補強に関する検討
田中 千秋野田 康彦漆下 健二松本 巧折口 俊雄沖村 武典
著者情報
ジャーナル フリー

2005 年 12 巻 46 号 p. 81-89

詳細
抄録

By Japan Bridge Standard V, bridges must be installed aseismic strengthening systems for earthquake level II. Aseismic strengthening systems are representative connected to the main girder by high tension bolts. Bridges must be strengthened for transmitting the earthquake force smoothly and keeping their damage minimum. When we design strengthening structures. we meet with some difficulties. that are the installation means. joints of strengthening beams, a relation between earthquake force and strengthening structures. In the case of a box girder. such difficulties are remarkable because aseismic forces are large . In this paper. strengthening brakets and beams for a box girder of existing urban highway bridges are designed . then, FEM models are made up and FEM analysis results are discussed.

著者関連情報
© 社団法人日本鋼構造協会
前の記事 次の記事
feedback
Top