Presentation Information

[I-232]Study on shear buckling of a web plate connected to a vertical stiffener with a cut top end in a orthotropic steel deck bridge

*Hayate TERAKAWA1, Daisuke UCHIDA2, Shiro SAITO3, Hiroaki MATSUSHITA3, Satoshi MAEDA3 (1. HOSEI Univercity Graduate Schools, 2. HOSEI Univercity, 3. Japan Bridge Association)
PDF DownloadDownload PDF

Keywords:

orthotropic steel deck,vertical stiffener,shear buckling

Login required to view

Login is required to view some content.

Comment

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