摘要
本文对单肢0#段托架进行详细理论计算,主要受力构件采用贝雷架拼装,托架安装、拆卸方便.
In this paper,the theoretical calculation is made to the single limb bracket used in Section zero. The assembly of Bailey bracket was adopted to main forced members of bracket, which was convenient to install and take down.
出处
《铁道工程学报》
EI
北大核心
2005年第4期34-38,共5页
Journal of Railway Engineering Society
关键词
单肢
0#段
托架
贝雷架
设计
single limb
section zero
bracket
Bailey bracket
design
