- 更多网络例句与水平位移相关的网络例句 [注：此内容来源于网络，仅供参考]
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In this paper we combining connecting tunnel project of Subway Line 4 at Xidan-lingjing bystreet in Beijing. To aim at the difficulties of building large-span connecting tunnels in the fine sand layer, through roads and underground pipelines, construction nearby buildings and other project difficulties. Using theoretical analysis, numerical simulation, field tests and other research methods to comprehensive and systemic research the stratum deformation mechanism and process control techniques of shallow excavation method, and a series of results were obtained. Firstly, use the stochastic media theory to analyze the stratum deformation mechanism, concretely analyze the analytic equation of surface horizontal displacement and deformation which were caused by the excavation of single-hole and double-hole tunnel, and further discussion on ground settlement, vertical deformation, surface horizontal displacement and horizontal deformation. Analyzing the main influence factors of surface displacement, and combined with practical work to proof the theory which was applied to shallow buried single-hole tunnel in fine sand layer was scientific.
本文结合北京地铁四号线西单～灵境胡同渡线隧道工程，针对在粉细砂地层中修建大跨渡线隧道，下穿道路和地下管线，临近建筑物施工等工程难点，利用理论分析、数值模拟、和现场监测等多种研究手段，对浅埋暗挖隧道地层变位机理及控制技术，深入地进行全面和系统的研究，并取得以下成果：(1)引入随机介质理论，对地层变位机理进行了分析，具体分析了单、双孔隧道开挖引起的地表位移及变形的解析方程，并深入探讨了地表沉降、垂直变形、地表水平位移和水平变形的特点，同时分析了影响地表位移的主要因素，并结合工程实例，佐证该理论应用于粉细砂地层浅埋暗挖单孔地铁隧道的科学性。
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The results showed when the structure on raft foundation was close to the tunnel, the total displacement at the top of superstructure took place irreclaimable excursions to another direction, the foundation swung, too. But that of the structure on pile-raft foundation was not.
计算结果表明，当隧道紧靠建筑物时，筏基－结构相互作用体系的基础和结构顶层水平位移均发生了向无隧道一侧的偏移，而桩筏基础－结构相互作用体系的基础和结构顶层水平位移均未发生偏移。
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The increase of the horizontal displacement is less obviously than the total displacement. The geogrid provides effective lateral restraint to the sloping surface.
水平位移的增长幅度明显小于总位移，土工格栅加筋材料对坡面土体提供了有效的水平约束。
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Research for the Seismic Behavior of the Structural System with Limited Stiffness Outrigger and with Rigid Outrigger
在超高层建筑结构设计中，当采用常规的结构体系无法控制水平力作用下的结构水平位移时，往往会增设带水平伸臂桁架的加强层，限制外框柱的位移，使外框柱和核心筒变形协调，达到增加结构刚度，减小结构水平位移的目的。
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The Taipei Domain basically moved east-southeastwards or southeastwards relative to Penghu, at a rate of mm/yr from 1992 to 1998 November. The only exception is the southwest the Linkou Tableland, which moved southwestwards. Two area with larger velocities are distributed roughly sub-parallel to the river mouth of Tanshui River, while the area in between has smaller slip rate.
台北地区相对於澎湖GPS监测从1992年至1998年11月期间的位移方向，除了林口台地西南侧向西南方向位移外，其余地区大致向东南东或东南方向滑移，其地表水平位移速率大多在5 mm/yr以下，出现位移速率较大的两个区块连线与淡水河出海口的方向平行，另两个区块中间则呈现位移速率较小的情形。
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Is analyzed The result shows that after ponding, the horizontal displacement and vertical displacement of dam increase to some different extent, the incensement is related to the height of dam's ponding.
结果表明，竣工期间在坝体和坝基的中间部位，发生的位移基本为重力方向，沉降比较大，而水平位移比较小；坝蓄水以后，其水平位移和竖直位移都有不同程度的增加，位移增加的大小与坝体蓄水的高度、上下游的水头差有关；同时防渗墙的存在造成和进一步加大了坝蓄水后位移的不均匀的变化。
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The paper founds GM(1, 1) model of gray prediction theory in order to predict level displacement,and forecast horizontal displacement of 8-8 section of the Olympic Games project with it and compares forecast data and actual data.The result is that GM(1, 1) model may forecast short-term horizontal displacement after the model is proved eligibility. In order to manage long-term horizontal displacement,the paper founds metabolism GM(1, 1) model.At first, founding GM(1,1) model with known data and forecast next numerical value,next renewing founded GM(1,1) model with numerical value at the same time abnegating first data,and then forecast nest numerical value with same method.
本文为了预测土钉支护水平位移，建立了GM(1，1)灰色系统理论预测模型，应用灰色预测法GM(1，1)模型对奥运工程地下通道I标段8-8剖面的土钉支护产生的水平位移进行了预测，并与实测值进行比较，得出灰色预测法模型经检验合格后可以对工程进行水平位移的短期预测；为了使GM(1，1)模型同样适用于长期预测，用新陈代谢的GM(1，1)模型，即根据己知数列来建立GM(1，1)模型，预测一个灰数值，然后不断地将预测值补充到己知数列之后，每补充一个再去掉一个最老的数据构成新的数列，建立一个新的GM(1，1)模型，预测下一个值。
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Example two analyzes the static construction character steel frame, braced frame and different braced frame, including relation of loading-level displacement, inter梥tory displacement and distribution of plastic hinge, the frames ductility, the axis force of brace and shearing-force of ground brace bearing, then it is clearly known the brace can minis the level displacement of frame, minis inter-story displacement, bear ground floor shearing-force. So, the brace greatly inflects construction performance of braced frame .
算例二对纯框架和支撑框架以及支撑框架不同支撑情况下进行非线性弹塑性分析：包括荷载—水平位移关系，层间相对位移与塑性铰分布，刚架延性，支撑轴力及底层支撑承担剪力等情况，了解到支撑可以减小框架柱顶水平位移，减小层间相对位移，增加刚架延性、承担底层剪力，显示支撑对框架结构性能的重要影响。
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Place short and long food chips in posterior occlusion of unilateral left side. When the masticated load was 3、5、7 kg, the displacement of abutments was measured by a LB-high sensitive laser transferring detector to calculate displacement, inclination and torsion of the abutment in mesial-distal, labial lingual and vertical and horizontal directions.
分别在左侧后牙区放置长、短食物片的咬合状态下，负载3 kg、5 kg、7 kg咬合力时，用高精度半导体激光位移测量仪测量并计算出同侧基牙在近远中向、颊舌向的水平位移和倾斜、垂直向的位移和水平旋转，统计分析不同牙尖斜度对基牙位移的影响。
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The concrete dam displacement is studied considering the factors such as foundation modulus increasing with depth, seepage coefficient reducing as depth, seepage coefficient anisotropic, curtain and drainage in the dam heel and seepage field and stress field coupling. Some conclusions are obtained: if the foundation is considered only with the seepage volume load, the dam top horizontal displacement of the reference base point develops upstream. When the foundation size increases, the reference base point's horizontal displacement increases. However, the value measured by the reversed pendulum anchored to the rock foundation is often regarded to be absolute displacement. The above practice is estimated to be limited when the water load on the dam foundation is taken into account.
分析了地基变形模量随深度逐渐增加、渗透系数随深度逐渐减小、坝基渗透系数各向异性、坝踵设置帷幕排水，以及考虑渗流场和应力场耦合等对混凝土坝位移分量的影响，得出如下结论：作用在地基上的水荷载，使混凝土坝坝顶相对参考基点（倒垂锚固点或坝踵正下方1倍坝高处）的水平位移指向上游，而参考基点的水平位移随地基截取范围的增大而增大，由于大坝工程上常将倒垂线锚固在岩基深处，并认为该倒垂线测值为绝对位移。
- 更多网络解释与水平位移相关的网络解释 [注：此内容来源于网络，仅供参考]
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batfish：蝙蝠鱼
利用走航观测仪器,如称为"拖鱼 (towedfish)和"蝙蝠鱼"(batfish)的温度电导率深度仪,可得拖曳谱如垂向位移(或温度)水平波数谱. 若拖曳适当配置的测温链等阵列,可得种类更多的频率谱.
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horizontal projection：水平投影图
horizontal displacement:水平位移 | horizontal projection:水平投影图 | multiparameter analyzer:多参数仪
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miscible displacement：混相驱
水平位移:displacement | 混相驱:miscible displacement | 伽玛刀:displacement mode
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ook angle：断面前角
15 Helixform 螺旋成形法 | ook angle 断面前角 | 18 Horizontal displacement 水平位移
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shift register：位移寄存器
好象抽行一样,一行用来进行光电耦合,另一行用于存储电荷. 这些像素存储区域都被连接在一个垂直的电荷传输通道上,一直到队列顶部的水平位移寄存器(shift register)上. 这种类型的CCD的应用范围最
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sleepin SLEEP IN：指令代码
hdotscr 以点为单位的显示画面的水平位移量设置指令代码; | sleepin SLEEP IN指令代码; | csrform 设置光标形状指令代码;
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stagger angle：斜罩角 叶栅安装角
chelifore 有螯的 | stagger angle 斜罩角 叶栅安装角 | horizontal displacement compensator 水平位移补偿装置
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dephase：使相位偏移,位移
"deperm ","[用竖线圈]消水平磁场,消除[船体的]磁场" | "dephase ","使相位偏移,位移" | "dephased current ","相移电流"
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horizontal terraces：水平阶地
水平沟 horizontal ditches | 水平阶地 horizontal terraces | 水平位移工作点 operative mark of horizontal displacement
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horizontal displacements：水平位移
水平缺损:horizontal defect | 水平位移:horizontal displacements | 水平荷载:horizontal load