《表1 不同结构类型风险影响的计算》
a Q is calculated according to the proportion of the linear meter length.The expansion coefficient of station buildings should be set as 2.0,considering its large distribution area;the expansion coefficient of temporary projects should be set as 1.5 becau
采用资料调研与专家问卷等方法对川藏铁路各类结构安全风险进行计算,如表1、表2所示。
图表编号 | XD00131541200 严禁用于非法目的 |
---|---|
绘制时间 | 2019.10.01 |
作者 | 卢春房、蔡超勋 |
绘制单位 | China Railway Society、Railway Engineering Research Institute, China Academy of Railway Sciences Corporation Ltd. |
更多格式 | 高清、无水印(增值服务) |