单轴对称的英文

• monosymmetrical

• "单"英文翻译    singular number fate; destin ...
• "轴对称"英文翻译    axial symmetry; rotational s ...
• "单轴对称的, 两侧对称的" 英文翻译 :    monosymmetric
• "轴对称" 英文翻译 :    [数学] axial symmetry; rotational symmetry◇轴对称场 axially symmetric field
• "单轴对射骨针" 英文翻译 :    diact
• "轴对称流轴对称怜" 英文翻译 :    axially symmetric flow
• "轴对称；旋转对称" 英文翻译 :    rotational symmetry
• "【数学】轴对称。" 英文翻译 :    axial symmetry
• "二轴对称" 英文翻译 :    bisymmetry
• "二轴对称的" 英文翻译 :    bisymmetrical
• "非轴对称的" 英文翻译 :    nonaxisymmetrical
• "非轴对称性" 英文翻译 :    nonaxisymmetry
• "零轴对称" 英文翻译 :    zero-axis symmetry
• "全轴对称" 英文翻译 :    holoaxial symmetry
• "轴对称变形" 英文翻译 :    axial sysmmetric deformation; axisymmetric deformation; axisymmetrical deformation
• "轴对称槽" 英文翻译 :    channel of axial symmetry
• "轴对称场" 英文翻译 :    axially symmetric field
• "轴对称单元" 英文翻译 :    axisymmetric element
• "轴对称导管" 英文翻译 :    axisymmetrical duct
• "轴对称的" 英文翻译 :    axial symmetric; axisymmetrical
• "轴对称度" 英文翻译 :    zero of rotational symmetry
• "轴对称短舱" 英文翻译 :    axisymmetrical nacelle
• "轴对称锻造" 英文翻译 :    symmetrical forging
• "轴对称分析" 英文翻译 :    axisymmetric analysis
• "轴对称风洞" 英文翻译 :    axisymmtric tunnel

• Reducing technique for two dimensional em scattering problem with single axis symmetric structure
  用于平面单轴对称结构电磁波散射的减元技术
• The member bearing compression in the truss could be regard as a battened column with the single axis of symmetry
  这种角钢桁架中的受压件在结构上是一个单轴对称缀板柱。
• An equal angle section , being a singly - symmetric section , will buckle in a torsional - flexural pattern about any axis except for flexural buckling about the unsymmetric axis
  等边角钢截面为单轴对称截面，除绕非对称轴失稳为弯曲失稳外，绕其他任意轴均为弯扭失稳。
• Simplified theories are also presented for curved beams with commonly used sections , such as i - shape , channel and h section without any symmetrical axis . linear analysis is also performed in combination with finite element method
  其后就常见的截面形式(单轴对称工字形、槽形和无对称轴的形截面) ，对所提出的曲梁理论进行简化，并结合有限元方法求解曲梁的线性问题。
• Focuses are then put on the flexural torsional buckling analysis of mono - symmetry i - section arches . closed form solutions are obtained for arches subjected to uniformly distributed radial load and to equal and opposite end moments . effects of different laying positions and of asymmetry of cross - section on buckling loads are included
  在这个基础上，对单轴对称工字形截面拱在均匀受压和均匀弯曲条件下的屈曲问题进行研究，给出临界荷载的理论解答；分析了工字形截面不同放置形式和截面不对称性对拱临界荷载的影响，并与已有的理论进行比较。
• Firstly , with uniaxial symmetrical rectangle cross section , the warping displacement function and tangential displacement function under anti - symmetrical load are supposed . then taking shear deformation into account and with potential principle , the governing differential equation for distortion angle subjected to uniformly distributed distortion load is established
  首先，以单轴对称矩形截面薄壁杆件为研究对象，假设其在反对称荷载作用下翘曲位移和切向位移的分布函数，考虑剪切变形的影响，利用最小势能原理建立单位均布畸变荷载作用下的畸变角微分方程。
• According to the elastic bucking theory this paper reviews and compares the calculations that such member bend around the reat axis and the hollow axis as well as bend with torsion around the hollow axis . here this paper presents a formula of calculating b used in with the h - shaped anglicizing element . meanwhile , this paper deduces out a formula of calculating b . by , which the member could be controlled to only buckle around the real axis
  本文根据弹性屈曲理论对双肢格构式单轴对称缀板柱绕实轴、虚轴以及弯扭屈曲进行了计算分析和比较，提出了绕虚轴侧向屈曲的换算长细比_ ( oy ) = ( y ~ 2 + l ~ 2 ) ~ ( 1 / 2 )中的值用h计算单元指出的计算公式，同时推导出了单轴对称缀板柱只出现绕实轴弯曲屈曲的最小肢间间距b 。
• The results of the limited element analysis and experiment study confirms that both the resisting ended batten and using angle batten in place of plate one could make the laterally stiffness of such member more strong . that maybe provides somewhat practical benefits for designing the twin - wall truss
  本文还通过矩阵分析法和模拟试验研究，证实了端缀板的存在对抵抗侧向屈曲有明显提高；而选用角钢代替缀板材料相对于板形板，有助于提高构件的侧移刚度和翘扭转刚度，这对于单轴对称缀板柱的设计也具有一定的实用价值。
• For the first time , based on frame structure with large thick raft plinth and many engineering examples , analytic method of interaction that means the analysis on three parts above as a whole with a full consideration of interaction thereof that met the need of the deformation correspond on the boundary was used to research on the interaction of structure and groundsill in this paper . and five models were adopted , which were : ( 1 ) a tube with symmetrical double - axis structure and symmetrical loads , ( 2 ) two tubes with symmetrical double - axis structure and symmetrical loads , and ( 3 ) a tube with symmetrical single - axis structure and symmetrical loads , and ( 4 ) two tubes with symmetrical double - axis structure and unsymmetrical loads , and ( 5 ) two tubes with unsymmetrical structure and loads . based on the middle - thick slab theory from mindli and the model for groundsill from winkle , the deformation character of raft foundation and the distributing rule for resisting force of fundus were studied in details by using b ig - style fem ( finite element member ) software , ansys
  本文结合了大量的工程实例，以大底盘框架厚筏结构形式为研究对象，针对单个和多个塔楼布置于同一个大底盘框架厚筏基上的复杂结构体系，分( 1 )一个塔楼：结构布置双轴对称，荷载对称的情况； ( 2 )两个塔楼：结构布置双轴对称，荷载对称的情况； ( 3 )一个塔楼：结构布置单轴对称，荷载对称的情? ； ( 4 )两个塔楼：结构布置双轴对称，荷载不对称的情况； ( 5 )两个塔楼：结构布置和荷载均不对称的情况等五种组合情况，全面系统地探讨了上部结构?基础?地基相互作用的大跨度基础、基础板变形特征及其基底反力的分布规律。
• Moreover , with the datum come from calculation and test , it seams that after the number of batten floor n > 3 the change of b effected by n is too weak to be ignored . hence , that indicates it is available that the laterlly buckle of the batten column with the single axis of symmetry could be calculated with b worked out from h - shaped anglicizing element without n
  此外，由电算和实验分析可见，值在缀板层数n 3以后，其变化受n值的影响不大，这说明用h计算单元导出的与缀板层数无关的值计算公式是可以用于单轴对称缀板柱的侧向屈的计算。