Presentation Information

[I-229]Buckling Load Capacity of Steel Main Tower Box Section with Curved Concavity

*Masafumi Matsura1, Yujiro Nishioka1, Masatsugu Shinohara2, Masaaki Isa2 (1. Dia Nippon Engineering Consultants Co., Ltd., 2. Hanshin Expressway Company Limited)
PDF DownloadDownload PDF

Keywords:

Steel box section,Compression stiffener,Local buckling,Overall buckling,Buckling Eigenvalue Analysis,inelastic buckling analyses

Login required to view

Login is required to view some content.

Comment

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