摘要
本文研究公铁两用钢桥结构系数的变化规律,提出这类钢桥结构系数的建议值,为修改《桥规》提供依据。
This paper deals with the regularity of the variation of structural coefficients of highway-and-rail steel bridges and presents the suggestive structural coefficients values for these bridges.The result obtained can be used for reference in revising“Railway Bridge Design Code.”
出处
《长沙铁道学院学报》
CSCD
1991年第3期34-41,共8页
Journal of Changsha Railway University
关键词
公路桥
结构系数
可靠性
铁路桥
structural coefficient
highway-and-rail steel bridge
reliability
