2) Flat Side Main Steel-box Girder
扁平边主钢箱梁
3) 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。
4) double-triangle box girder
双边箱主梁
1.
Considering the characteristics of a cable-stayed bridge with double-triangle box girder,using MIDAS FEA procedure,the paper analyzed its space stress characteristic,obtained the space stress distribution rule,and put forward some suggestions for the design of similar structures.
针对某斜拉桥预应力混凝土双边箱主梁受力特点,应用MIDASFEA专业有限元计算程序对其空间结构受力进行分析,得出该结构的空间应力分布规律,并对类似结构的设计提出了若干建议。
5) flat twin-box girder
分体式扁平双箱梁
1.
For the flutter and buffeting behavior of flat twin-box girder,numerical simulation results is close to the wind tunnel test when the aerodynamic admittance is taken as Sears functions,and research revealed that aerodynamic admittance being taken as Sears function has good accuracy in flutter and buffeting analysis,and can satisfy the engineering demand.
以风洞试验和数值分析相结合的研究手段,对江东大桥分体式扁平双箱梁悬索桥在2种气候模式下的颤抖振性能进行对比研究,认为江东大桥抗风安全性能良好。
6) flat beam-plate
扁梁-平板
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