finite-element model造句
例句与造句
- Discussion of finite - element modeling of accurate cutting hard tooth surface gear - hobbing machine
精切硬齿面齿轮滚齿机有限元建模的研究 - Study of 3d finite - element modeling on stability of stope and host rock in a underground mine
某地下矿山采场与围岩稳定性三维有限元模拟研究 - The feasible finite - element model is put forward and it is used to carry out static and dynamic analysis of each four - arched bridge finally
最后，提出了切实可行的有限元计算模型并对加固改造后各联进行了静力和动力分析比较。 - The rotor system is studied and analyzed by using the finite - element method , so the finite - element models of the whole rotor system are built
在此基础上，利用有限元方法对转子系统进行了分析与研究，建立了该系统各个组成部分的有限元模型。 - The finite - element model utilized in this study is composed of 3d four - node shell ; both monotonic loading and cyclic loading are used for analyses
本文通过三维四结点壳单元建立了梁?柱节点的有限元模型，有限元分析包含了单向和反复加载两种情况。 - It's difficult to find finite-element model in a sentence. 用finite-element model造句挺难的
- In this paper , we build three 3d finite - element models including mother rock body , hard inclusions and randomly distributed cracks and computed the stress distribution within the mother body and hard inclusions
摘要建立了含有母体岩石、硬包体和随机分布的小裂纹的三维有限元模型，计算了包体和各层实体中的应力分布。 - In connection with a rc high - rise building , a 3 - d finite - element model is used in seismic response analysis . the calculation results show that the aseismic behavior is excellent
摘要采用有限元模型，对某钢筋混凝土高层建筑进行非线性时程分析。计算结果表明隔震结构的顶层加速度峰值、层间位移、基底剪力等均大大地降低，隔震性能良好。 - Basing on the feature of the structure member , the structure is simplified to a 3 - d model consist of space beams and plates , so we can make static and response spectrum dynamic analysis on the finite - element models
根据该结构各构件的受力特征，将整个结构模拟为空间梁、板单元的三维整体计算模型，并对有限元分析模型进行静力和反应谱法的动力分析。 - Then , suggestions about the design of the beam - to - column web moment connections are put forward . in conclusion , the finite - element model and the program adopted in this paper can well simulate the response of beam - to - column web moment connections under monotonous load
本文所建立的有限元模型考虑问题全面、精度较高，它与所采用的有限元程序能够很好地模拟、研究在单向荷载作用下梁柱腹板刚性连接的反应。 - During the study of computer simulation , a new object - oriented simulation software dymola is used to program code module about the rotor system . simulation begins by using the finite - element models , a series of simulation figures are achieved . after simulation , experimental study begins
在计算机仿真研究中，本文采用了一种新型的面向对象的仿真软件dymola ，利用已经建好的有限元模型，编制各部分的程序模块，进行相应的仿真，得到了一系列的仿真波形图。 - Basing on the feature of the structure member , the structure is simplified to a 3 - d model consist of space beams and shells , so we can make response spectrum dynamic analysis on the finite - element models . at last nonlinear finite element dynamic analysis was made about the structures . the calculated results reveal the rule of dynamic response about model the and show that the aseismic behaviour and failure mechanism of shear wall structure with src supporting frames and src girder transfer floor is better than that of rc one
在7度多遇和罕遇地震力作用下，通过对振型、侧向位移、倾覆力矩和剪力在给定抗侧力结构间分配的比较，以及对框支柱和剪力墙的地震响应、转换层楼板应力比较等模拟分析，得到型钢混凝土梁式转换层框支剪力墙结构较钢筋混凝土梁式转换层框支剪力墙结构抗地震力特性上有较明显的改善的结论。 - Also , 40m - length fore - and - aft antique city walls will be utilized to establish the 3d elastic finite - element model . in this case , a reasonable construction technique will be attained as the impact of tunnel construction on terrestrial sedimentation of antique city - wall sectors as well as the stability of mid -
以及取古城墙前后40m的长度范围,建立三维弹塑性有限元模型,考虑隧道施工对古城墙段的地表沉降的影响以及中隔墙在时空上的稳定性,得出较为合理的施工方式。 - In this paper the different middle wall ' s mechanical behavior on different rock mass has been simulated by establishing the three - dimensional finite - element model of the shallow double - linked - arch tunnel , and the basic loading law of the middle wall is obtained , then the proper form of middle wall under different rock mass during constructing the shallow double - linked - arch tunnel is given , which offers foundation for the design of middle wall in double - linked - arch tunnel
通过建立双连拱隧道的三维有限元模型，模拟了不同围岩级别条件下浅埋双连拱隧道不同中墙形式的力学行为，得出了中墙的基本受力规律，提出了不同围岩级别条件下修建浅埋双连拱隧道所采用的合理中墙形式，为双连拱隧道的中墙设计提供依据。 - ( 4 ) the transient field - circuit model of large generator and the network model of power station are all studied . moreover , the coupling finite - element model with fast computational speed and high accuracy is found , which is very suitable for the on - line insulation safety forecast diagnosis of large generators . ( 5 ) the
( 5 )结合场路综合模型的分析计算，建立了大型发电机绝缘安全的评估模型，并对在厂站操作过电压冲击下的大型发电机绝缘安全的在线评估方法进行了研究。 - Thus , two 2d elastic finite - element models of tunnel are respectively established , both of which go through i wall - rock sector and wall - rock sector by means of large - scale finite element software ansys . thereby , the magnitude of wall stress , displacement , submergence of arch roof and terrestrial sedimentation in tunnels will be attained via numerical simulation of the whole construction process
通过运用大型通用有限元软件ansys ,分别建立隧道穿越类围岩地段和类围岩地段的两个二维弹塑性有限元模型,进行施工全过程的数值模拟,得到隧道中墙应力和位移以及拱顶下沉和地表沉降值。
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