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horizontal displacement相关的网络例句

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与 horizontal displacement 相关的网络例句 [注:此内容来源于网络,仅供参考]

In later Guantao Formation, compression is primary, the maximal principle stresses no more than 0.1 MPa, and in central of Jiyang Depression horizontal shear stresses are dextral displacement, but sinistral displacement showed in west and east.

馆陶组油气藏都是它源性油气藏,断层是油气垂向运移的主要通道,盆地主要断裂系统控制油气垂向和平面上的分布,断层活动形成的披覆背斜,断鼻、断块构造,岩性尖灭是馆陶组主要的油气圈闭类型。

At last, following the M-method foundation pile internal force and displacement analysis principle recommended by present criterion, it provides a analytic computing method for raking pile and displacement under the interaction of horizontal load and vertical load in project application.

在此基础上,运用Ansys有限元程序对斜桩的水平承载特性进行了数值模拟分析,并主要讨论了桩身倾斜方向和桩身倾角对斜桩水平承载能力的影响。

After being loaded with horizontal retraction force at various height, displacement and stress distribution of anterior teeth was not well-distributed. Labiolingual displacement of incisors varied from crown lingual tipping to lingual translation and lingual controlling root movement, while canine mainly showed crown lingual tipping. The displacements of teeth increased with the length of hook but their moving tendency remained unchanged. Stress distribution in PDL was in accordance with teeth displacement.

2水平向后牵引力的作用点升高时,上前牙的位移和应力分布趋势各不相同:切牙的唇舌向位移由冠舌向倾斜逐渐变为舌向整体移动和舌向控根移动,尖牙则以冠舌向倾斜位移为主;前牙位移量随牵引力高度增加而增大,但位移趋势较为稳定;牙周膜应力分布与其位移趋势相一致。

are gained that after widening, the settlement of two sides of the old road pavement is contrary, cross slope of old road is different, horizontal displacement of the old road pavement is minishes, the area of maxium settlement, maxium lateral displace and disease of old road is different as before widening.

分析结果指出:在拓宽段作用下,靠近老路中心一侧老路路面沉降逐渐减小,远离老路中心一侧沉降逐渐增大,相应横坡也在发生变化;老路路面的水平位移有较大幅度的减小;而且老路最大沉降、最大水平位移、最大剪应力及最易发生病害的位置与拓宽前也发生了较大的变化。

It was also found that the sheathings of wall performed as an entire unit to against the shear force when the horizontal displacement of wall is small.

从实验观察及应力分析中发现,外覆材在横向位移不大时以整体构面方式进行抵抗剪力的变形,但当横向位移大到螺丝产生变形与错动时,则转为各单片外覆材的变形情况以进行抗剪力之行为。

By element analysis, we realized that the prestressed anchor rod wall can control the horizontal displacement better than the anchor rod wall, we advanced the distribution of the axial force of bonded zone.

指出预应力锚杆挡土墙较锚杆挡土墙能更好地控制边坡的水平位移,得到了预应力锚杆轴力分布的特点。

Incorporating with the construction need of a deep water berth of 100000 DWT, a study for the proposed covered sheet-piled structure is conducted by means of centrifuge model test to investigate the distribution of bending moment of the front sheet-piled wall, covered sheet-piled and anchor wall, and the horizontal displacement on the top of the wall and the tension force of connecting rod.

针对传统板桩结构仅适用于中小码头建设这一长期困扰工程界的难题,结合京唐港待建1.0×10^5 DWT级深水泊位拟采用的遮帘式板桩结构,运用离心模型试验技术对其结构受力状态和变形特点展开研究。

The application of the prior three-dimensional composite shock-proof bearing into the large span mesh roof structure has the following problems:(1) the level shock-proof bearing is series-connected with the vertical shock-proof device, the height of the bearing is large, so it is lack of stability ;(2) the horizontal displacement of the structure under earthquake is large,(3) it is lack of vertical pulling-proof ability, the bearing rotational capacity is insufficient.

现有的三维复合隔震支座要将其应用于大跨网格屋盖结构存在以下问题:(1)水平隔震支座与竖向隔震装置串连,支座的高度大,缺乏稳定性;(2)在地震作用下结构的水平位移较大;(3)缺乏竖向抗拔能力,支座转动能力不足。

The analysis results indicate that the horizontal displacement of chevron bracing compound structure is a shear deformation.

计算结果表明,人字支撑复合结构的水平侧移表现为剪切变形。

Single factor experiments were done with the factors including the width of protrusion and the trolley's velocity, which showed that the surface frictional coefficient decreases with the width of protrusion increasing, and doesn't change with the trolley's velocity changing, which was consistent with the results of the orthogonal experiment. A theoretical model of the horizontal projection of a corrugated bionic surface's contact area was built, which showed that the contact area's horizontal projection decreases with width and interval increasing respectively and that the ratio of the contact area's horizontal projection and the vertical load decreases with the vertical load increasing. It indicated that the surface frictional coefficient decreases with the above three factors increasing respectively. Finite element modeling and analysis of interactions of a plate and soils was done using ANSYS, which showed that the plate frictional coefficient is little relative to soil elastic modulus and decreases with vertical surface pressure and that trolley's pull and vertical displacement of bionic surface's control pilot keep constant almost during the plate being pulled. Finite element modeling and analysis of interactions of a corrugated bionic surface and soils was done using ANSYS, which showed that surface frictional coefficient is little relative to soil elastic modulus and decreases with bionic surface's structural parameters and vertical pressure increasing. However, the three factors all didn't affect the surface frictional coefficient remarkably on the condition of 90% dependability. For the first time, bionic surfaces were applied to screw piles, which formed bionic screw piles, and the contrast experiments showed the bionic screw pile had certain resistance-decreasing effects.

建立了波纹型仿生曲面与土壤的接触面积的水平投影的理论模型,表明接触面积的水平投影A随着波纹型仿生曲面突起宽度、两相邻突起间距的增大而减小,接触面积的水平投影与波纹型仿生曲面表面垂直载荷之比随着波纹型仿生曲面表面垂直载荷的增大而减小,进而得出仿生曲面摩擦系数随着波纹型仿生曲面突起宽度、两相邻突起间距以及表面垂直载荷的增大而减小;利用ANSYS软件对平板与土壤的相互作用进行了有限元建模与分析,表明平板摩擦系数与土壤弹性模量关系不大,而随着表面垂直载荷的增大而减小;平板牵引过程中台车牵引力和仿生曲面控制节点垂直方向位移基本保持不变;利用ANSYS软件对波纹型仿生曲面与土壤的相互作用进行了有限元建模与分析,表明波纹型仿生曲面系数在一定范围内基本不受土壤弹性模量的影响,随着波纹型仿生曲面突起宽度、两相邻突起间距以及表面垂直载荷的增大而减小,但在可信度为90%的前提下,三个因素影响都不显著;首次将波纹型仿生曲面应用于与土壤作用方式以挤压为主的螺旋桩,形成仿生螺旋桩,并与普通螺旋桩进行了沉桩对比试验,表明波纹型仿生曲面应用于螺旋桩桩体表面具有明显的降阻作用。

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