1) double ribbed main beam
双肋主梁
1.
The governing differential equations for double ribbed main beam considering shear lag under axial loading is established by using the principle of the minimum potential energy.
利用最小势能原理建立双肋主梁在轴向荷载作用下考虑剪力滞效应控制微分方程,在获得方程齐次解后,导出可广泛应用的单元刚度矩阵。
3) ribbed plate main beam
肋板式主梁
1.
In this paper, the differential equation of vertical oriental displacement of the ribbed plate main beam is firstly deducted by the variational method based on the minimum potential energy theory.
首先根据最小势能原理用变分法推导了肋板式主梁的纵向位移函数的微分方程,推导中采用了3种不同的纵向位移函数,分别得出相应的微分方程。
4) Continuous composite two-girder bridge
连续组合双肋梁
5) double girder
双主梁
1.
In the construction of the bulkhead gate of Bailianya Reservoir s Hydropower diversion tunnel,the role that segmental construction technique plays in the fabrication,transportation,lifting and installation of the double girder and double bracing structure is discussed in this paper.
文章阐述了白莲崖水库发电引水隧洞进水口事故检修门结构布置的特点,分析了双主梁、双支承结构的分节新技术在其制造、运输、启吊、安装中的作用。
6) girder rib
梁肋
补充资料：2,2-双氯甲基-三亚甲基-双[双(2-氯乙基)磷酸脂]
CAS：38051-10-4
分子式：C13H24Cl6O8P2
中文名称：2,2-双氯甲基-三亚甲基-双[双(2-氯乙基)磷酸脂]
英文名称：2,2- bis(chloromethyl)-trimethylene bis[bis(2-chloroethyl)phosphate]
phosphoric acid, 2,2-bis(chloromethyl)-1,3-propanediyl tetrakis(2-chloroethyl)
2,2-bis(chloromethyl)trimethylene bis(bis(2-chloroethyl)phosphate)
2,2-bis(chloromethyl)-1,3-propanediyltetrakis(2-chloroethyl)phosphate
分子式：C13H24Cl6O8P2
中文名称：2,2-双氯甲基-三亚甲基-双[双(2-氯乙基)磷酸脂]
英文名称：2,2- bis(chloromethyl)-trimethylene bis[bis(2-chloroethyl)phosphate]
phosphoric acid, 2,2-bis(chloromethyl)-1,3-propanediyl tetrakis(2-chloroethyl)
2,2-bis(chloromethyl)trimethylene bis(bis(2-chloroethyl)phosphate)
2,2-bis(chloromethyl)-1,3-propanediyltetrakis(2-chloroethyl)phosphate
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条