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1.NODAS is a library of a series of low-level elements (2D, 3D beams, nonlinear beams, anchors, plate masses, electrostatic gaps, combs, eletrothermal beams, et al). The lumped parameterized behavioral models are implemented in MAST, which is an analog hardware description language.
NODAS 模型库包括系列模型单元(二维、三维线性、几何非线性、锚点、质量块、静间隙、静梳齿、复合热等),其行为模型由MAST 硬件描述语言描述。收藏指正
2.A smart concrete beam model based on mechano-electric effect
效应机敏混凝土模型收藏指正
3.Vibration of a micro beam structure under the nonlinear electric field force in MEMS is studied.
研究微机系统 (MEMS)中微结构在非线性场力下的振动问题 .收藏指正
4.accelerates a continuous beam of electrons to high speeds by means of the electric field produced by changing magnetic flux.
以通过改变磁通量产生域的方法使子连续高速运转。收藏指正
5.③Combining with simulation by CoventorWare, the methods of using different thickness of grating margin, foursquare electrode, laddering electrode and thinner cantilever can increase the optical active area from 50% to 60%, 70%, 75%, 85% respectively.
③利用CoventorWare仿真,采用不等厚光栅边距、正方形极、阶梯型极、减薄悬臂,分别将有效光学面积由50%约提高至60%, 70%, 75%, 85%。收藏指正
6.The weak resonant signal was picked up by piezo-resistor Wheatstone bridge designed and fabricated on the silicon micro-cantilever.
热激励利用在硅微机械悬臂表面优化设计的热激励阻加以实现。收藏指正
7.Considering the influence of electrostrictive nonlinear piezoelectric effect, electroelastic nonlinear piezoelectric effects and geometric nonlinearity, the mathematical model of piezoelectric laminated beam was obtained.
考虑材料的致伸缩和致弹性压效应以及几何非线性导出压层合的数学模型。收藏指正
8.Theoretical calculation results indicate that the natural frequency is proportional to the width of silicon beam, increased nonlinearly with the rake angle of oblique beam, and reduced nonlinearly with the length of silicon beam.
理论计算结果表明,V型热硅微致动器固有频率是随硅宽度的增加而线性增大,随斜长度增加而非线性减小,随斜倾角增加而非线性增大。收藏指正
9.The electrical resistance change of CFRP bar is about 2.54%~6.87% at concrete beam failure.
当混凝土破坏时CFRP筋阻变化率为2.54%-6.87%.收藏指正
10.The elastic stress self-monitoring of the key sections of carbon fiber reinforced smart concrete beams can be achieved based on FCER-ECS correlation curve obtained from experiment.
基于实验所得CFRC阻变化率与弹性压应变的相关曲线 ,可实现碳纤维机敏混凝土控制截面的弹性应力自监测 .收藏指正
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