horizontal shear的例句大全

Reasonable design of shear connector need availably control of horizontal shearing force between steel webs.

合理地设计抗剪连接件需要有效地控制钢腹板和混凝土材料之间的水平剪切力.

Moreover, it is the floor that makes the two neighboring trusses work together, and the horizontal shear forces are transferred by the tension field within it.

同时试验现象也表明，楼板在协调相邻两榀桁架共同工作时起了重要的作用，其水平剪力在楼板中的传递是通过楼板中的拉力场来实现。

In this paper, the necessary instability criteria of the large scale atmospheric disturbances in a baroclinic zonal current with horizontal shear is discus-sed.

这篇文章同时考虑了基本气流的垂直分布和水平分布来讨论大尺度扰动的不稳定度。

The volcanic activities in the studied region occurred in the post-collision tectonic setting of Indian-Eurasia plate collision ( about 50 Ma) and were controlled by intra-continental horizontal shear faults.

火山活动发生在印度-欧亚板块碰撞（50Ma左右）后形成的构造环境中，受陆内水平剪切-走滑断裂带控制。

A Simplified Method for Evaluating Equivalent Seismic Coefficient and Max. Amplitude of Horizontal Shear Stress in Earth Dams during Earthquakes

土坝等价地震系数和水平剪应力最大幅值的简化计算

The experimental results show that this water-tank can be well to simulate the development of the convective boundary layer with horizontal shear. And for the subsequent workes, it provides a good physical simulation platform.

实验结果显示：该水槽能较好地模拟具有水平切变的对流边界层的发展过程，为后续工作的开展提供了一个很好的平台。

For general reinforced concrete foundation, there is larger horizontal shear stress when the incident angle of P_1 wave is between 30 ° and 50 °;

对于通常的钢筋混凝土建筑，当P1波入射角为30°~50°时，基础容易产生较大的水平剪应力；

however, not enough attention has been paid to the horizontal shear stress introduced by stone columns in previous studies.

对水平剪应力分担情况的研究相对较少碎石桩复合地基抗液化效果判别方法的研究还有待深入。

Horizontal shear strength of bamboo & wood composite board was studied by short beam method.

采用短梁法研究了 竹木 复合板的水平剪切强度.

It produces a considerably large ex-Tensional force in the upper part of the crust and a horizontal shear stress in the middle and lower parts of the crust at the same time.

它能够在地壳上部产生足够大的伸张应力场，同时在地壳中部或下部产生水平切应力场。

The shear horizontal winds decreases the vertical wave length of wave packet.

重力波在剪切风场中非线性传播时垂直波长随高度的增加而减小。

It illustrates concept of frame shear wall structure system, calculation of side-sway under horizontal load by battened wall theory is introduced, this mean is simple and which can be referred in similar structure.

阐述了框架剪力墙结构体系的概念，介绍了采用双肢墙理论计算框架剪力墙结构在水平荷载作用下的侧移，经实践证明，该方法简便快捷，可供类似结构计算借鉴。

The SAW sensors include Rayleigh wave, shear horizontal acoustic plate wave, Love wave and Lamb wave sensors.

表面声波传感器依其波型分类，主要包括瑞利波、水平切变声板波、乐甫波和兰姆波传感器；

An novel electromagnetic acoustic transducer ( EMAT) which can alternately drive Lamb waves and shear horizontal plate waves ( SH-plate waves) is designed for inspection of industrial steel plates or pipes.

设计了一种新颖的SH板波和Lamb波双模式电磁超声换能探头，可有效应用于工业板材或管材的自动化在线检测。

A 2 D horizontal numerical model is used to simulate maximum and mean tidally induce near bed shear stresses and the corresponding mobile layer thicknesses in the Bohai Strait region.

用数值模型方法计算了渤海海峡区潮流引起的最大和平均底应力，以及相应的活动层厚度的空间分布，并根据沉积物参数计算了沉积物临界起动切应力。

There may be widespread changes in ground elevation as well as horizontal or shear displacements.

地面标高可能发生广泛的变动,也可能发生水平位移或剪切位移.

According to the FNL ( Final Analysis) data, the cold front was found to have a typical horizontal and vertical structure with a maximum temperature gradient and obvious wind shear.

FNL资料分析表明，在锋区内存在1个较大的水平温度梯度带，水平风切变明显。

This thesis carries out the pseudo static test, which are subjected to vertical loads and horizontal cyclic loads, respectively on two specimens, including the framed short-leg shear wall inclined column-shaped transfer plane framework and the same dimension beam-shaped transfer structure frame.

本文分别对一榀框支短肢剪力墙斜柱式转换框架及一榀相同尺寸的梁式转换框架两个试件进行了竖向荷载和水平低周反复荷载共同作用下的拟静力试验。

A longer holding time of ultrasonic wave causes a horizontal localized shear region.

超声时间的延长在金丝球内产生水平剪切层。

the main results show: the ratios of the horizontal axial projected length of strengthening stage of skeleton curves of specimens to the yielding displacements are directly proportional to the transverse reinforcement characteristic values and inversely proportional to the axial compressive ratios and shear span ratios;

研究表明：轴压比超限时试验骨架曲线强化段在水平轴上的投影长度和屈服位移的比值与配箍特征值成正比，与轴压比和剪跨比成反比；