calculated mode meaning in Chinese
计算式
Examples
- The paper not only puts forward the calculating mode of the virtual employee stock owner and accounting management methods , but also analyzes the feasibility and necessity in the practice with the concrete cases
本论文不但提出了虚拟员工持股的计算模型与会计处理方法，并且结合实际案例分析了它在实践中的可行性与必要性。 - 1 . according to the examples of engineering practice , we can build up temperature - calculating modes of box section and then calculate temperature fields of box section by measuring the boundary conditions and restricting conditions . 2
1 、结合工程实例，用有限元方法( ansys )建立箱梁截面的温度计算模型，由实测的边界条件和实际约束条件计算出箱梁截面的温度场。 - By ansys , we can build temperature - calculating modes of p . c box girder t and then calculate the effect of temperature fields on the stress and the line deformation . 3 . adopt the spot - measure method
2 、用ansys建立预应力混凝土箱梁t构的温度计算模型，由实测温度给定边界条件，分别计算出温度对预应力混凝土箱梁t构挠度的影响以及对预应力混凝土箱梁截面应力的影响。 - In order to ascertain the character of cable - replaced bridge , in addition , the thesis calculates mode shapes and natural frequencies of the bridge using algor software and estimates the result of dynamic load test and calculation in details
为了评价换索后桥梁的工作特性，最后利用algor软件对换索后的结构进行了振型和自振频率分析，并对动载试验检测和计算成果作了详尽的分析和评价。 - Via the practical engineering of improving the soft foundation with the low intensity piles composite foundation the field test study is done . these work is done : ( 1 ) the method of improving the soft foundation of the bridge approach with the low intensity piles composite foundation is summarized ; ( 2 ) the field test method of improving the soft foundation of the bridge approach with the low intensity piles composite foundation is summarized ; ( 3 ) the strain character of the low intensity piles composite foundation under the embankment load is studied ; ( 4 ) the stress character of the low intensity piles composite foundation under the embankment load is studied and the differences of the pile - soil stress ration and what make them is discussed ; ( 5 ) the calculating mode of bearing capacity of low intensity piles composite foundation is discussed
本文借助于低强度桩复合地基处理桥头深厚软基的实际工程，对低强度桩复合地基加固桥头软基进行了试验研究，做了以下工作： ( 1 )对低强度桩复合地基加固高等级公路软基的方法进行了总结； ( 2 )对低强度桩复合地基加固软基的试验方法进行了总结； ( 3 )研究了低强度桩复合地基在堆载作用下的变形性状； ( 4 )研究了低强度桩复合地基在堆载作用下的应力场特征，并对不同性质荷载作用下低强度桩复合地基桩土应力比进行了比较，分析了存在差异的原因原因； ( 5 )对低强度桩复合地基承载力的计算方法进行了探讨。