symmetrical loading meaning in Chinese
对称荷载
Examples
- 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
把交通荷载分为对称荷载和偏载两种情况，计算了裂缝尖端的拉应力、剪应力以及强度因子，并对路面结构进行了参数分析。 - 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。 - 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。