| 芦洋大桥的车速与事故率预测分析 |
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| 引用本文： | 任淑琰,杜博英. 芦洋大桥的车速与事故率预测分析[J]. 山西建筑, 2007, 33(19): 307-308 |
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| 作者姓名： | 任淑琰 杜博英 |
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| 作者单位： | 1. 林同炎李国豪土建工程咨询有限公司,上海 200092
2. 中国公路工程咨询监理总公司,北京 100101 |
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| 摘 要： | 根据德国的车速设计方法,模拟车辆的运行车速,并采用美国Soloman事故率预测模型对坡度进行分析,提出交通事故死亡率的预测方法,最后对芦洋大桥纵坡进行比选,得出了芦洋大桥改变纵坡的设计方案可行的结论。
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| 关 键 词： | 运行车速 事故率 大桥 |
| 文章编号： | 1009-6825（2007）19-0307-02 |
| 修稿时间： | 2007-03-08 |
Predicted analysis of the running velocity and the possibility of trouble on the Luoyang Bridge |
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| REN Shu-yan,DU Bo-ying. Predicted analysis of the running velocity and the possibility of trouble on the Luoyang Bridge[J]. Shanxi Architecture, 2007, 33(19): 307-308 |
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| Authors: | REN Shu-yan DU Bo-ying |
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| Affiliation: | REN Shu-yan DU Bo-ying |
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| Abstract: | According to the running velocity design method in German, it simulates the running velocity, analyzes the slope by the Sloman possibility of trouble preview model introduced from American, brings forward the preview method to the death rate in traffic accidents, does selection to the longitudinal slope of Luoyang Bridge, and gets the feasible conclusion to the design scheme of altering the longitudinal slope. |
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| Keywords: | running velocity possibility of trouble bridge |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
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