挠度

The main characteristic contents are as follows:(1) Strains, displacements, reaction of soil, natural frequencies and main mode shapes et al are examined in the static and dynamic experiments of slabs on foundation and doweled slabs of concrete pavement.

1进行了混凝土地基板、接缝板的静、动力试验，主要测试内容包括应变、挠度、土基反力、频率、主振型等，从中得出了一些有意义的结论。

Cutting parameters are filtrated, range of cutting parameters is reduced based on criterion of bending stress flexibility distortion.

依据弯曲应力和挠度变形判定标准，进一步筛选切削参数，缩小试验参数的范围。

In the end, the author adopted the finite-element analysis software to research the bearing capacity, deflection and the stress distribution of concrete slab. It is found that the analysis result inosculates the experimental result well.

最后，本文还采用了有限元分析软件研究了组合梁的承载力、挠度和混凝土翼板的应力分布等问题，并且与足尺试验结果进行了比较，吻合良好。

Most shafting is rigid and carries bending loads without appreciable deflection.

种类多数传动轴是刚性的并承受弯曲载荷而无明显的挠度。

Comparing with the currently predigesting calculate of wind pressure on curtain

并在此基础上，针对幕墙不同的结构形式，引入了两种力学模型，并采用弹性小挠度弯曲理论，应用重、单三角级数法分析幕墙玻璃板主要在风荷载作用下的受力状况，为幕墙玻璃板内力的控制提供了

It is important for us to make the theoretical calculation of precamber and deflection and obtain manufacture elevation and construction elevation of each girder segment, according to design drawings, construction management plan and prefabricating geometry, at the same time, in the light of different kinds of calculating parameters.

所以对采用悬臂拼装的连续梁桥来讲，在预制梁段阶段对台座的标高进行精确的测量，正确计算桥梁线形高程，根据设计图、施工组织设计以及预制线形，按照各种计算参数，进行预拱度及挠度的理论计算，得到各节梁段制造与施工安装高程非常重要。

It is understand that the performance of prestressed simple concrete girder with nobonded tenons that is under the loading through the simulant calculation of this grider, which is in the way that researching stress, strain, sections distortion, relation of loading-deformation, crack and ect.

通过对有限元模型的全过程仿真分析，考察了无粘结预应力混凝土简支梁的应力和应变的变化状况、截面变形状况、荷载-挠度关系、裂缝变化过程等，从而了解了无粘结预应力混凝土简支梁的受力性能。

This paper introduces the global stiffness,strength and stability of bracing structure with long span,pointing out that the control of bracing structure's deflection and elastic module can make the arch ring fit the line of pressure and arch axis and can guarantee the stability of bridge structure.

本文介绍了大跨度支撑结构的整体刚度、强度和稳定性，控制支撑的挠度和弹性变量可使拱圈符合设计压力线与拱轴线，保证桥梁结构的稳定性。

The embedded hardware design which base on the high speed ARM core device and the selection of key system components were also presented.

并具体介绍了最小平方卷积反演对挠度信号进行恢复的数据算法原理和其快速嵌入式程序软件的实现。

Through model test,it analyzes damage mode of adding batten plate under vertical load,strain relation of load with flexibility、load with steel bar and carbon cloth are given,it obtains dangerous section of span beam when researched damage mechanism,which make structure can reach prospective effect.

通过模型试验，对附加缀板式这种新型结构加固后在竖向荷载作用的破坏形式进行了分析，给出了荷载与挠度、荷载与钢筋及碳纤维应变的关系，并对结构破坏机理进行了研究，得出各跨梁的危险截面，使该结构达到了预期的加固效果。

Do you know, i need you to come back

你知道吗，我需要你回来

Yang yinshu、Wang xiangsheng、Li decang,The first discovery of haemaphysalis conicinna.

1〕 杨银书，王祥生，李德昌。安徽省首次发现嗜群血蜱。