1) torsional shell
扭壳
1.
In this paper, the nonlinear FEM is used to analyze the general stability of torsional shell and torsional reticulated shell with original imperfections.
本文应用非线性有限元法,对考虑初始缺陷的扭壳、扭网壳进行整体稳定分析,获得了临界状 态时的失稳模态和临界荷载。
2) hyperbolic paraboloid shell
双曲扭壳
3) torsional reticulated shell
扭网壳
1.
In this paper, the nonlinear FEM is used to analyze the general stability of torsional shell and torsional reticulated shell with original imperfections.
本文应用非线性有限元法,对考虑初始缺陷的扭壳、扭网壳进行整体稳定分析,获得了临界状 态时的失稳模态和临界荷载。
4) crust torsion
地壳扭动
5) combined torsion shell
组合扭壳
1.
Design and construction of long-span hyperbolic paraboloid combined torsion shell roof
大跨度双曲混凝土组合扭壳屋盖设计与施工
6) double layer torsional reticulated shell
双层扭网壳
1.
In this paper artificial neural networks are used for design of large span double layer torsional reticulated shell.
应用误差反向传播的人工神经网络技术对大跨度双层扭网壳进行设计,双层扭网壳的跨度在50~80 m之间变化,训练了估算双层扭网壳的最大挠度、重量和杆单元横截面面积的神经网络。
补充资料:壳壳
1.亦作"殻殻"。 2.诚笃貌。 3.中空貌。 4.象声词。
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