| 关于偏心受压构件偏心距增大系数的探讨 |
| |
| 引用本文： | 伍二发,李显潮.关于偏心受压构件偏心距增大系数的探讨[J].城市道桥与防洪,2011(11):49-51,56,149. |
| |
| 作者姓名： | 伍二发 李显潮 |
| |
| 作者单位： | 中交公路规划设计院有限公司贵州分公司,贵州贵阳,550003 |
| |
| 摘 要： | 对《公路钢筋混凝土及预应力混凝土桥涵设计规范》(JTG D62-2004)规定的偏心受压构件偏心距增大系数η计算公式的适用条件进行了初步分析,并提出了一些看法,可供相关专业人员参考、探讨。
|
| 关 键 词： | 偏心受压构件 偏心距增大系数η 适用条件 |
Discussion on Amplified Coefficient of Bias Distance for Bias Pressure Bearing Element |
| |
| Wu Erfa, Li Xianchao.Discussion on Amplified Coefficient of Bias Distance for Bias Pressure Bearing Element[J].Urban Roads Bridges & Flood Control,2011(11):49-51,56,149. |
| |
| Authors: | Wu Erfa Li Xianchao |
| |
| Institution: | Wu Erfa, Li Xianchao |
| |
| Abstract: | The article preliminarily analyzes the applicable conditions of calculation formula for amplified coefficient η of bias distance for bias pressure bearing element stipulated in Design Criterion of Highway Steel Reinforced Concrete and Pre-stressed Concrete Bridge Culvert (JTG D62-2004), and puts forward some opinions able to be referred and discussed by the relevant professional members. |
| |
| Keywords: | bias pressure bearing element amplified coefficient η of bias distance applicable condition |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
