middle wall中文是什么意思

• 中墙

• "middle"中文翻译    n. 1.中央，正中；中间，中部；中途。 2.人体的中部 ...
• "wall"中文翻译    wall2 演戏般转动(眼睛)。
• "jugular wall of middle ear" 中文翻译 :    中耳鼓室颈静脉壁; 中耳颈静脉壁
• "in the middle" 中文翻译 :    人在中途; 在中部; 在中间
• "in the middle of" 中文翻译 :    处于……中间，正做了一半; 在...当中, 在...的中途, 在...中央; 在……的中间; 在中间；在中央; 正忙着做……; 正在…中; 中间时
• "middle" 中文翻译 :    n. 1.中央，正中；中间，中部；中途。 2.人体的中部，腰部。 3.中间物，媒介物；中人，中间人，调解人；中间派。 4.【逻辑学】中名词，媒辞；【语言学】(希腊语动词的)中间态；【数学】中项(＝ middle term)。 5.〔常 pl.〕(报纸等的)文学性短文，中间读物；【商业】中级(货)品。 6.【板球】防守中柱(middle stump)的球棍拿法。 7.【足球】从左右翼将球传到锋线中央，中央传球。 8.【美拳】中量级拳击选手。 in the middle of 正在…当中；在…的中途；在…的中央；在…的中部。 knock [send] sb. into the middle of next week 把(某人)打昏过去。 adj. 1.中央的，正中的，中间的。 2.中等的，中级的。 3.〔M-〕(英语等)中古的。
• "the middle of the" 中文翻译 :    禺中
• "a wall" 中文翻译 :    一堵墙
• "in the wall" 中文翻译 :    在墙上（凹进去）
• "of or on a wall" 中文翻译 :    墙壁的
• "on the wall" 中文翻译 :    在流浪, 失业; 在墙上
• "on wall" 中文翻译 :    在周壁上
• "t-wall" 中文翻译 :    形防御墙
• "the wall" 中文翻译 :    皇城救母定江山; 绝境长城; 迷墙; 这墙音乐艺文展演空间
• "wall" 中文翻译 :    n. 1.墙壁；(石、砖等的)围墙；城墙。 2.(形状、用途)像墙壁的东西，障壁；土堤，堤防。 3.(矿井、容器的)内壁，壁面。 4.(路的)靠墙部分，沿墙。 a blank wall 没有装饰的墙壁；没有门、窗的墙壁。 the wall of the chest 【生理】胸壁。 the cell wall 【生物学】细胞壁。 (can) see through [into] a brick wall 怪有眼光，怪精明〔常作反语用〕。 drive [push, thrust] (sb.) to the wall 把(某人)逼至绝境。 give sb. the wall 把靠墙的路让给某人〔表示好感等〕。 go over the wall 〔美俚〕越狱。 go to the wall 陷入绝境；(事业)失败；被遗忘。 hang by the wall 被遗忘。 jump over the wall 舍弃教会[教职]。 run one's head against a wall 拿头去撞墙；一心要蛮干。 take the wall of sb. 不给某人让路；抢着出风头，抢先。 the Great W- of China 万里长城。 the W- 1. (把东、西柏林分开的)柏林墙。 2. ＝ Wailing W-. with one's back to the wall 陷入绝境；以寡敌众；负隅(顽抗)。 within four walls 在房屋内。 vt. 筑墙[城]围住，筑城防御；筑墙堵塞(孔、口等) (up)。 a walled-in garden 有围墙的花园。 a walled city 〔美俚〕监狱。 adj. -less 没有围墙[城墙]的。 wall2 演戏般转动(眼睛)。
• "wall in" 中文翻译 :    筑墙围住
• "wall,the" 中文翻译 :    迷墙
• "wall to wall" 中文翻译 :    遍地皆是; 墙到墙; 整个地板铺满
• "wall-to-wall" 中文翻译 :    adj. 铺满地板的(地毯)。
• "middle class; middle bourgeoisie" 中文翻译 :    中产阶级
• "a middle man" 中文翻译 :    经纪人
• "allergy of middle" 中文翻译 :    中耳变态反应
• "at middle age" 中文翻译 :    人到中年
• "bang in the middle" 中文翻译 :    在正中间
• "be on the middle shift" 中文翻译 :    上中班

• At last , an example of site monitoring about middle wall is given and some advice are suggested
  最后，对连拱隧道中隔墙现场监测提出了一些建议。
• The paper suggests that the load of middle wall of multi - arch tunnel be calculated according to arch structure in structure mechanics
  摘要提出了按拱结构计算双连拱隧道中隔墙的荷载。
• Based on the moment balance principal in the statics , the method judging the middle wall stable or not is set up with an example calculated
  按照静力学中的力矩平衡原理建立了中隔墙稳定与否的判别方法，并进行了实例计算。
• Finally some measures to maintain stability of middle wall are given , with a conclusion that the prop method is the best among all measures
  最后，提出了保持中隔墙稳定的若干措施，并认为保持中隔墙稳定的最佳方法是支撑法。
• As an important bearing structure , the middle wall in the multi arch tunnel , often dominates the success and safety of a project
  中隔墙作为连拱隧道的中枢结构和重要承载构件，其受力及位移情况往往对工程成败和安全起着决定性作用。
• The middle wall of a double - linked - arch tunnel is the key component of the structure ; it also has a great influence on waterproof and drainage of the tunnel , so it is very important to select the proper from of the middle wall
  摘要双连拱隧道的中墙是结构受力的关键构件，又对隧道防排水有较大影响，因此，合理选用中墙形式至关重要。
• On the base of site monitoring on several multi - arch highway tunnels , this paper introduces some site monitoring methods about the force of reinforcing steel bar , the exterior and interior strain of concrete and the displacement of the wall , which aim at the monitoring of middle wall of multi - arch highway tunnel
  在多座连拱隧道现场监测工作的基础上，文章主要介绍了主筋轴力量测、混凝土表面应变量测、混凝土内部应变量测，以及位移量测等针对连拱隧道中隔墙的现场监测方法，并结合中隔墙主筋轴力量刚，给出现场监测及分析实例。
• In this paper the different middle wall ' s mechanical behavior on different rock mass has been simulated by establishing the three - dimensional finite - element model of the shallow double - linked - arch tunnel , and the basic loading law of the middle wall is obtained , then the proper form of middle wall under different rock mass during constructing the shallow double - linked - arch tunnel is given , which offers foundation for the design of middle wall in double - linked - arch tunnel
  通过建立双连拱隧道的三维有限元模型，模拟了不同围岩级别条件下浅埋双连拱隧道不同中墙形式的力学行为，得出了中墙的基本受力规律，提出了不同围岩级别条件下修建浅埋双连拱隧道所采用的合理中墙形式，为双连拱隧道的中墙设计提供依据。
• The choice dam type is especial importance , during the designed research of the rock - fill dam , particular under the rock - fill dam with very deeply cover layer , the stress and strain of the middle wall and cutting interpenetration wall of the dam foundation is mostly sensitive , whether the . design of dam is scientific and reasonable , it is very important for cutting interpenetration and stability of the dam , , the article offer the reference for the design of cutting interpenetration in the foundation with deep cover with earth the water conservancy in xiaban zone , based on the study and analysis the design of cutting seep in the foundation with deep cover with earth , cutting interpenetration concrete wall and the joining model of cutting interpenetration material in body of dam and the applying effect in the practical worko based on the foundation which absorbed and summarize the achievement of design and research in the inter and outer country , for the project of the clay vertical middle wall and vertical cutting interpenetration , the asphalt concrete vertical middle wall and vertical cutting interpenetration the clay inclined middle wall and the lever carpet layer cutting interpenetration , respectively in terms of the different stage of complete period sluice period and working condition , adopting nonlinear calculate and analysis with the finite element method ; carrying the analysis and study with the 3d finite element method as to the different joining model of the left bank high slope cutting interpenetration body and the foundation concert cutting interpenetration wall ; carrying the analysis and study with the 3d finite element method as to the effect of the wall stress and strain because of the different elasticity modulus of the concert cutting interpenetration wall through the analysis and study with the different project . have comparatively all - around comprehended the various model dam , particular the distribute rule of stress and strain of the cutting interpenetration system , provide for the important evidence of the plastic area size the join model of the foundation cutting interpenetrate wall and dam body cutting interpenetrate system the choice of the dam model and the design of the structure of the dam body , the result of research and advice have very importance value in design and building for the similarity project
  工程设计中，坝型的选取显得尤为重要，特别对于坝基有深厚覆盖层的堆石坝，心墙和坝基防渗墙的应力和变形是坝体、坝基最敏感的部位，设计方案是否安全、科学和合理，对大坝防渗和稳定起到至观重要的作用。本文研究分析了国内外深厚覆盖层基础防渗设计、坝基混凝土防渗墙与坝体防渗体衔接形式及工程实际应用效果，为下坂地水利枢纽工程深厚覆盖层基础防渗设计的方案选择提供了参考；在吸收和归纳了国内外堆石坝的设计研究成果的基础上，对粘土心墙和坝基垂直防渗方案、沥青混凝土心墙和坝基垂直防渗方案以及粘土斜心墙和坝基水平铺盖防渗方案，分别按竣工期和蓄水运行期的不同工作情况进行了有限元非线性计算分析；对左岸高陡边坡的大坝防渗体与基础混凝土防渗墙的不同结合型式进行了三维有限元静力计算分析和研究；对混凝土防渗墙不同弹性模量对墙体应力和变位的影响进行了三维有限元静力计算分析和研究。通过对不同方案的计算分析和研究，比较全面的了解了各方案坝体，尤其是防渗体的应力和变形分布规律，为坝型选择、坝体结构设计、基础防渗墙与坝体防渗体的结合型式以及塑性区大小的确定提供了重要依据。