例句與造句

1. As for traffic load , two situation were analyzed , symmetrical load and asymmetric load , in each of them , crack top ' s tension stress , shear stress and stress intensity factor were calculated , also the effect of structural parameters were analyzed
   把交通荷載分為對稱荷載和偏載兩種情況，計算了裂縫尖端的拉應力、剪應力以及強度因子，并對路面結構進行了參數(shù)分析。
2. 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，以單軸對稱矩形截面薄壁桿件為研究對象，假設其在反對稱荷載作用下翹曲位移和切向位移的分布函數(shù)，考慮剪切變形的影響，利用最小勢能原理建立單位均布畸變荷載作用下的畸變角微分方程。
3. 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
   本文結合了大量的工程實例，以大底盤框架厚筏結構形式為研究對象，針對單個和多個塔樓布置于同一個大底盤框架厚筏基上的復雜結構體系，分( 1 )一個塔樓：結構布置雙軸對稱，荷載對稱的情況； ( 2 )兩個塔樓：結構布置雙軸對稱，荷載對稱的情況； ( 3 )一個塔樓：結構布置單軸對稱，荷載對稱的情? ； ( 4 )兩個塔樓：結構布置雙軸對稱，荷載不對稱的情況； ( 5 )兩個塔樓：結構布置和荷載均不對稱的情況等五種組合情況，全面系統(tǒng)地探討了上部結構?基礎?地基相互作用的大跨度基礎、基礎板變形特征及其基底反力的分布規(guī)律。
4. It's difficult to find symmetrical loading in a sentence. 用symmetrical loading造句挺難的