边墙

词组短语

side wall

与边墙相关的网络例句 [注：此内容来源于网络，仅供参考]

Secondly, in the trapezoidal channel which profile is that the base width is 20cm, the depth of channel is 20cm, the slope coefficient 1.0, and U-shaped channel which profile is that the depth of channel is 40cm, the radius of bottom circular arc, the external dip angle α of abutment wall is 8°, the article does a series of experiment researches on many of cylinder measuring flumes, such as circular, pier shaped, elliptic and diamond cylinder flumes, and discusses the variance of discharge coefficient, submergence factor, backwater height, head loss and critical submergence degree for each of cylinder measuring flume. On this basis, the article optimizes the structure shape of the cylinder measuring flume further.

然后，在底宽为20cm、渠深为35cm、边坡系数为1.0的梯形断面渠道和渠深为40cm、底部圆弧半径为15cm、边墙外倾角α=8°的U形渠道上，对圆柱形、桥墩形、椭圆柱形和菱柱形等多种柱形量水槽进行一系列的试验研究，探讨各种形式柱形量水槽的流量系数、淹没系数、壅水高度、水头损失、临界淹没度等变化规律，在此基础上，对柱形量水槽的结构形式作进一步优化分析。

According to the analysis results, the dissertation gives the deformation and plastic zone curves family of the rocks of four different superincumbent depths and makes fitting analysis on the curves to obtain corresponding displacement formulation in quadratic polynomial form.

研究洞群稳定时以分析主厂房的下游边墙关键点位移或围岩塑性区为主，并通过回归分析的数学方法推求各种条件下的洞壁位移预测公式。

The transition from the sidewall to the front fender is relatively easy if the correct modeling strategy is used.

过渡期从边墙到前面的挡泥板是比较容易的，如果正确的建模策略是使用。

The relationship between the shear stress and the strain of the interface was analyzed considering the influence of treatment.

采用试验方法研究了不同的挤压式边墙表面处理措施对挤压式边墙与面板接触面力学特性的影响规律。

In view of the tunnel traversing the side wall of a grand karst cave, the benching tunneling method was applied and the reacting wall as well as the temporary supporting wall were added during excavation to insure the stability of the surrounding rock and construction safety.

针对隧道穿过特大溶洞边墙的情况，采取上下台阶法施工并施做了支顶结构和临时支撑墙确保在随道开挖过程中围岩的稳定性及施工安全。

According to the characteristics of huge underground openings and the layered rock mass, the author finds that the rock mass of side wall along the dip direction is easy to slide along bed plane and the rock mass of side wall athwart the dip direction is easy to bend. The possible geological problems of excavating underground openings in layered rock mass are analyzed, some corresponding countermeasures are also put forward.

结合巨型地下洞室群工程及陡倾角层状岩体的特点，通过分析得出陡倾角层状岩体中大型地下洞室顺倾向侧高边墙岩体易于顺层滑动、反倾向侧高边墙岩体易于倾倒弯折变形破坏的特点，并提出了围岩稳定可能面临的工程地质问题，以及可供采用的对策技术。

3D numerical simulation of typical sidewall and crown block s is carried out for underground powerhouse of the Three Gorges Project.

运用FLAC3D软件对三峡地下电站主厂房的典型边墙和顶拱块体分别进行三维数值模拟分析，对比分析其模拟结果表明：(1)边墙块体在水平垂直厂房轴线和铅直方向上应力均表现出卸荷特征，特别是x方向。

The major content of this thesis are as follows:1 Performed FEM analysis before strengthening, and to find out the reason for the cracking and present a strengthening scheme;2 Performed nonlinear FEM analysis before and after strengthening, and to get the varying rule of the relative displacement between the on-site cast concrete side wall and that between the precast concrete arch and the floor, as well as the stress distribution of the gallery;3 Performed on-site observation experiments on the 7~th gallery, and to get the varying rule of the relative displacement between the on-site cast concrete side wall, as well as that between the precast concrete arch and the floor.4 The results of the computation were compared with those of experiments, which verified the effect of the strengthening.

本文的主要工作有： 1 对加固之前的廊道结构进行有限元计算，找出廊道底板开裂的原因，提出加固方案； 2 对加固前后廊道结构进行非线性有限元计算，得到加固前后廊道两现浇边墙相对位移、拱顶与底板相对位移随水库水位变化的规律和廊道结构的应力分布情况； 3 进行廊道加固前后现场观测试验，得到廊道两现浇边墙相对位移以及拱顶与底板相对位移随水库水位变化的规律； 4 对比分析加固前后现场观测试验与非线性有限元计算所得结果，论证加固方案的合理性，验证加固效果。

BUILDING WEDTH: The dimension between out girts of two sidewalls.

建筑宽度：指两侧边墙墙筋的外翼缘之间的距离。

The concrete face slab, concrete crushing-type side wall and toe board are looked as submodel, which is separated from the whole model of CFRD. The calculated displacement in the whole model is applied to the bottom side of the crushing-type side wall, and the water pressure is applied to the surface of the concrete face slab.

子模型法把面板、挤压边墙以及面板周边的混凝土趾板从面板堆石坝的整体模型中脱离出来作为研究对象，在挤压边墙的底都施加与其相连的已如垫层料位移，在面板的表面施加水压力，进行数值分析。

与边墙相关的网络解释 [注：此内容来源于网络，仅供参考]

corbiestep：山形墙侧边之梯形突出物

corbie | 乌鸦, 候鸟 | corbiestep | 山形墙侧边之梯形突出物 | Corbin | 苛宾铝铜合金

flank wall：边墙

flank 侧面;侧翼 | flank wall 边墙 | flash back arrester 回火制止器

flank wall：侧面墙;边墙

flange joint 凸缘接头;凸缘接驳位 | flank wall 侧面墙;边墙 | flashing 防雨板;防水盖片

flank wall：侧面墙;边墙yEz中国学习动力网

flange joint 凸缘接头;凸缘接驳位yEz中国学习动力网 | flank wall 侧面墙;边墙yEz中国学习动力网 | flashing 防雨板;防水盖片yEz中国学习动力网

spandrel wall：拱腔墙 ,拱边墙

Spanish mahogany 硬红木 | spandrel wall 拱腔墙 ,拱边墙 | spandrel step 三角形踏步

sidewall sprinkler head：边墙型洒水喷头

sidewalk fire chief 火场上评论灭火方法的旁观者 | sidewall sprinkler head 边墙型洒水喷头 | sidewall sprinkler system 边墙型喷头灭火系统

I turn away from the wall：我从墙边转身离开

And the feeling is strong 这种感觉如此强烈 | I turn away from the wall 我从墙边转身离开 | I stumble and fall 我绊倒而摔下

feather edge boarding：薄边板

feather edge 削边 | feather edge boarding 薄边板 | feature wall 特色墙;装饰墙;景观墙

feather edge boarding：薄边板ZGh中国学习动力网

feather edge 削边ZGh中国学习动力网 | feather edge boarding 薄边板ZGh中国学习动力网 | feature wall 特色墙;装饰墙;景观墙ZGh中国学习动力网

spandrel wall WESTBANK：拱腔墙 ,拱边墙

Spanish mahogany WESTBANK 硬红木 | spandrel wall WESTBANK 拱腔墙 ,拱边墙 | spandrel step WESTBANK 三角形踏步