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1·Based on the finite element method, a spring element model is used.

本文在有限元法的基础上利用弹簧单元模型来分析。

2·There are no spring element and damp in the structure and its sensitivity is very high.

结构中没有弹性元件，也没有阻尼，灵敏度和敏感性都很高，可以实现单道单只勘探；

3·The flexure portion 18 projects beyond a distal apex of the load beam spring element portion 12.

弯曲部分的18个项目超出负载的梁弹簧元的部分12个远端的顶峰。

4·The spring element stiffness is related to pre yield shear modulus of MR fluid and accumulator stiffness.

该弹簧单元与磁流变液屈服前区的初始剪切模量和蓄能器的刚度等有关。

5·Because moving joints are all bearings, we can make use of spring element of software ANSYS to take place of all bearings.

由于活动关节都是回转关节—轴承，在ANSYS软件中采用弹簧单元模拟替换。

6·Considering nonlinear rigidity of spring element, this dissertation use neural network control strategy to control semi-active suspension.

由于空气弹簧的非线性，所以采用神经网络控制调节空气弹簧的刚度，以期使悬架系统达到理想的减振效果。

7·Plate element is used to simulate tunnel lining, road slab and vertical brace, and spring element simulate the interaction between soil and tunnel.

文中隧道衬砌、路面板和竖向支撑用板单元模拟，土与隧道的共同作用用土弹簧模拟。

8·Using non-linear 3-D rigid body-spring element method, this paper studied the influence of geo-stress on in-situ shear tests of an undergoing project.

采用三维非线形刚体弹簧元法，对小湾坝肩槽开挖边坡进行应力应变及稳定分析，对计算成果进行评价分析，进而评价了工程加固措施。

9·According to measuring datas, illustrated position of strain gages on spring element is analysed and the size series of a new spring element are designed.

根据测定结果进行了弹性元件的贴片位置分析和一种新型弹性元件系列尺寸设计。

10·To achieve this, the device comprises a spring element (190), which moves the delivery element into the distal end position when the container is replaced.

为此，该装置包括 弹性元件（190），在更换容器时，该弹性元件（190）导致输送元件运动 进入其远侧端部位置。