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unsymmetrical loading中文是什么意思

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用"unsymmetrical loading"造句"unsymmetrical loading"怎么读"unsymmetrical loading" in a sentence

中文翻译手机手机版

  • 不对称荷载
  • 不对称加载
  • 不对称载重

例句与用法

  • Effect of unsymmetrical loading distribution to the stability of single - layer latticed domes
    荷载非对称分布对单层球面网壳稳定性的影响
  • Each single - phase asi works separately . thus modular design can be realized conveniently . the analysis shows that it has good performance even with unsymmetrical load
    每一相静止变流器既可用作单相静止变流器,也可以通过适当的外部控制组合成三相静止变流器,便于模块化设计,可维修性高。
  • The analysis shows that it has good performance even with unsymmetrical load . this paper mainly describes the circuit scheme , operation principle , parameter design of this three - lever hysteresis current controlled inveter and analyses the stiffness and stability of the system
    本文主要介绍了三态电流滞环控制型逆变器的电路结构、工作原理和主要参数的设计,并对系统的外特性和稳定性进行了分析。
  • 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。
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