Presentation Information

[I-223]Analytical study of overall buckling of multi-span continuous steel cable-stayed bridge

*Masaaki Isa1, Takata Koyo1, Shinohara Masatsugu1, Matsuura Masafumi2, Nakamura Masato2 (1. Hanshin Expressway Company Limited, 2. Dia Nippon Engineering Consultants Co., Ltd.)
PDF DownloadDownload PDF

Keywords:

Multi-span continuous steel cable-stayed bridge,overall buckling,Load carrying capacity analysis

Login required to view

Login is required to view some content.

Comment

To browse or post comments, you must log in.Log in