Presentation Information

[I-362]Consideration of expansion joint and guardrail for bridge with omnidirectional seismic isolation bearings

*Yujiro Nishioka1, Jiro Tomita1, Masatsugu Shinohara2, Haruka Fujii2 (1. Dia Nippon Engineering Consultants Co., Ltd., 2. Hanshin Expressway Company Limited)
PDF DownloadDownload PDF

Keywords:

seismic isolation bearings,guardrail,expansion joint,long span bridge

Login required to view

Login is required to view some content.

Comment

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