<論説>斜張橋の架設途中における変形解析

概要

論文の詳細を見る
Recently, the span length of cable stayed bridges becomes much longer. With the trend of extension of the span length, the construction controle becomes to be difficult because of large defomation of structure in the process of construction. So, calculation method following the large defomation accurately is more important. And the large defomation is thought to be mostly indused by the change of "sag" of the cable. This paper proposes a more accurate computer analysis method under construction, in which the cable is treated as catenary configuration, and reports some results of calculation.
神戸市立工業高等専門学校の論文
1994-02-28