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Testing of New Bridge Rail and Transition Designs. Volume 2. Appendix A. Oregon Side Mounted Bridge Railing; Final rept. Aug 86-Sep 93
| 题名： | Testing of New Bridge Rail and Transition Designs. Volume 2. Appendix A. Oregon Side Mounted Bridge Railing; Final rept. Aug 86-Sep 93 |
| 作者： | Buth, C. E.; Hirsch, T. J.; Menges, W. L. |
| 关键词： | Bridge parapet design; Impact tests; Ultimate strength method; Highway safety |
| 摘要： | The Oregon side-mounted bridge railing consists of a 10-gauge thrie-beam mounted on W6x15 posts. A structural analysis of the railing indicates it will resist approximately 25 kips (111 kN) from a colliding vehicle. Full-scale crash tests demonstrated acceptable performance for performance level one of the 1989 Guide Specifications for Bridge Railings. |
| 总页数： | 247p |
| 报告类型： | 科技报告 |
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