The sensitivities of temperature and strain are calibrated by calorstat and cantilever beam separately.

分别利用恒温箱和悬臂梁完成了系统温度灵敏度和应变灵敏度的实验标定。

Shape optimization of a taper cantilever beam is presenting.

讨论变截面悬臂梁的形状优化。

Finally a comparative computation of a cantilever beam is also given.

最后，给出了一悬臂梁的比较算例。

What is the deflection equation of a cantilever beam fixed at one edge?

悬臂梁安装时的偏差方程序是什么？

The full stress design of a cantilever beam under a combined load is discussed.

讨论了悬臂梁在联合载荷作用下满应力截面设计问题。

Force - measuring elements employ either a cantilever beam or a column arrangement.

测力元件采用悬臂梁或柱的形式。

The structure being analyzed is modeled as a cantilever beam on hysteretic nonlinear supports.

结构被模拟为一个具有滞迟非线性支座的悬臂梁。

Then experimental investigation of structural vibration control was made on a cantilever beam in lab.

在此基础上，以悬臂梁为控制对象，对此方法进行结构振动主动控制的试验研究。

As an important part of superstructure of cantilever beam system, corbel's stress state is very complex.

牛腿是悬臂体系梁桥上部构造的一个重要组成部分，其应力状态较为复杂。

A cantilever beam is calculated as an example. The correctness of the method is verified by an experiment.

最后以悬臂梁为例进行了计算，并通过试验验证了所给出方法的正确性。

Let's start with a simple cantilever beam and explain some basic properties that are inherent in the system.

让我们从一个简单的悬臂梁开始，并解释系统一些内在的基本特性。

The result of this test shows that this structure is similar to a vertical bending cantilever beam component.

试验结果表明，该结构近似于一个悬臂梁弯曲受力构件。

This paper studies the discrete time optimal control of a flexible cantilever beam with time delay in control.

对考虑时滞影响的柔性悬臂梁的离散最优控制进行研究。

The modelling problem for a cantilever beam with a controllable constrained damping layer is discussed in detail.

建立了可控约束阻尼层悬臂梁的动力学模型，分析了模型中的不确定性。

Also its influence to warp of the top plate and equivalent elasticity coefficient of cantilever beam is discussed.

分析了残余应力对上级板的影响和对悬臂梁的等效弹性系数的影响。

A method for instantaneous three-dimensional profile measurement of a continually vibrating cantilever beam is proposed.

提出一种连续振动悬臂梁瞬时三维形貌的测量方法。

Wrinkling characteristics of a conical inflated cantilever beam under bending is analyzed based upon the membrane theory.

该文基于薄膜理论分析了受弯充气锥台的褶皱特性。

Through the active control testing on composite material cantilever beam, the process of vibration absorbed is carried out.

通过对悬臂的复合材料梁实施主动控制试验，实现了减振控制过程。

This modifying factor is determined on the basis of the analysis on some concrete box girder cantilever beam bridges with 4 lanes.

此偏载系数的取值是建立在对一些4 车道钢筋混凝土箱形截面悬臂梁桥的分析模型基础上。

Cantilever beam holding object is controlled through changing direction of voltage applied. When the voltage is zero, release the object.

改变加电压方向控制悬臂梁夹持物体，电压为零时释放物体。

A model for analyzing the large deflection of an elastic cantilever beam with constraint under uniformly distributed load was established.

建立了分析均布载荷作用下受约束悬臂梁的弹性大变形三阶段模型。

It focuses on the effects of time delay which was ignored in the previous research on the saturation control of a flexible cantilever beam.

考察在以前的研究中所忽略的时滞，对于柔性悬臂梁振动的饱和控制究竟可以产生什么影响。

At last, experimental platform for a piezoelectric cantilever beam is set up, and the theoretical analysis has been verified by experiments.

最后，搭建了压电悬臂梁结构主动振动控制的实验平台，对理论分析结果进行了验证。

Through the project example, the strength calculation method for local wall pier under the cantilever beam of a brick-residence was discussed.

通过工程实例，对砖混住宅挑梁下的局部墙垛的强度计算方法进行了探讨。

The bending problem of a cantilever beam made of transversely isotropic piezoelectricity medium under uniformly distributed loading is studied.

对由横观各向同性压电介质构成的悬臂梁在均匀分布荷载作用下的弯曲问题进行了研究。

Lastly, through a three-layer frame and a cantilever beam testify that the method can very accurately identify structural damage location and degree.

最后，通过一个三层框架和一个悬臂梁的算例证明：组合参数法能够非常精确地识别出结构的损伤位置和损伤程度。

A new linear sensing method of deflection and stress, in which the fiber grating bandwidth is stretched by using bilateral cantilever beam, is reported.

报道一种利用双侧悬臂梁展宽光纤光栅带宽实现对挠度和应力线性传感的新方法。

So from this discussion, it should be clear that the cantilever beam frequencies can only shift so far when a spring is considered at the tip of the beam.

那么综上所述，很显然，当在梁的顶部考虑一个弹簧时，悬臂梁的频率仅能迁移这么多。

In material mechanics, the problem is called cantilever beam equation which describes the deformations of an elastic beam fixed at left and freed at right.

在材料力学中该问题称为悬臂梁方程，它描述了一端固定、另一端自由的弹性梁的形变。

The method has been applied to the complex model analysis of a sandwich cantilever beam with viscoelastic damping material core and verified experimentally.

应用上述方法对悬臂约束阻尼层梁的复模态参数进行了分析，并进行了实验验证。