| 多跨先简支后连续钢筋混凝土空心板桥梁冲击系数研究 |
| Study on the Shocking Coefficient of Reinforced Concrete Hollow Slab Bridge Beams Constructed by Simple Support and Continuous Support |
| 修订日期：2007-04-13 |
| 中文关键词:冲击系数 频率 动荷载速度 连续梁桥 |
| 英文关键词:shock coefficient frequency moving load velocity continuous beam bridge |
| 基金项目: |
| 孙伟良 |
| [1]中铁二十局集团有限公司,陕西西安710016 [2]上海交通大学,上海200030 |
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| 中文摘要: |
| 通过对动载试验实测值与基于跨长、频率两类规范计算值比较,以及对相关影响因素分析,表明多跨先简支后连续钢筋混凝土空心板桥梁冲击系数,与频率相关,但不遵守规范规定的单调函数规律,满足一定的域值,与动荷载速度相关,满足高阶多项式函数关系,与桥梁孔位基本无关。 |
| 英文摘要: |
| By comparing the moving load test values and calculated values based on span and frequency norms, and through an analysis of related factors, it is indicated that the Shocking Coefficient of Reinforced Concrete Hollow Slab Bridge Constructed by Simple Sup |
| 孙伟良.多跨先简支后连续钢筋混凝土空心板桥梁冲击系数研究[J].石家庄铁道大学学报(自然科学版),2007,(2):52-56. |
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