貫通軸 的英文怎麼說

中文拼音 [guàntōngzhóu]
貫通軸 英文
three speed tandem axles
  • 貫 : Ⅰ動詞1 （穿; 貫通） pass through; pierce; thread 2 （連貫） be linked together; follow in a connt...
  • 通 : 通量詞（用於動作）
  • 軸 : 軸Ⅰ名詞1. （圓柱形的零件） axle; shaft 2. （對稱部分的直線） axis 3. （圓柱形的纏繞器物） roller; spool Ⅱ量詞（用於纏在軸上的線以及裝裱帶軸子的字畫）
  • 貫通 : 1 （全部透徹地了解） have a thorough knowledge of; be well versed in 2 （連接; 溝通） link up; th...
  1. And rock triaxial serve testing system is used, through model test involving bedded planes and a set of joint normal to the bedded planes in rock mass, multiple sliding failure affected by properties of joints and confining pressure is analysed, the condition triggering multiple sliding failure and characteristics of failure plane are given, under the co - action of inclination of connective joints ( bedded planes ), interlocking conditions of critical joints and confining pressure

    並在室內利用巖石三軸剛性伺服機，通過模型試驗對巖體的層面和一組與層面正交的節理的情況進行模擬研究，分析了結構面性狀和圍壓對復合式滑移破壞的影響，給出了在貫通性結構面（層面）傾角、非貫通性結構面以及圍壓等因素共同作用下，節理化巖體發生復合式滑移破壞的條件以及破壞面特徵。
  2. Based on measurement of strains of both horizontal stirrups in the joint core and longitudinal reinforcement passing througth the joint, in different stages, transfer mechanism and factors affacting seismic behavior of the joint, were analysed. under different shear compression ration, effect of axial force ratio on seismic behawior of the joint was also evaluated, static shear and seismic shear of the joint based on capacity design were investigated. on this basis, new governing criteria and conditions of seismic behavior of the joint were put forward

    通過對節點區水平箍筋以及貫穿節點梁、柱縱筋在不同受力階段應變的精細量測，對節點的傳力機理以及影響抗震性能的因素進行了分析研究；對不同剪壓比條件下軸壓比對節點抗震性能的影響規律進行了分析研究；對不同受力階段梁筋的粘結退化規律以及節點區的剪切變形進行了分析研究；對節點的靜力抗剪與建立在能力設計思路上的抗震抗剪問題進行了深入研究，提出了建立在新思路基礎上的節點抗震性能控制準則和控制條件。
  3. The straight transverse axis shall be parallel with the present crooked jianshe avenue ( qingnian road - hanxi section ), connect to nanniwan avenue in the west and form the along - river traffic system parallel to yangtze river and hanjiang river ; the road shall pass through the core of wangjiadun cbd, connect with entry and exit of subway station, underground parking lot and basements of high - rise buildings, to form the comprehensive underground space ; the road section close to hanxi shall be connected to the tunnel of nanniwan avenue via through cut, therefore integrating the western residential zone in space

    橫軸對建設大道（青年路-漢西段）裁彎取直，西與南泥灣大道相接，形成與長江、漢水平行的順江交通系統；該道路貫穿王家墩商務核心區，與地鐵出入站、地下停車庫以及高層建築地下層相銜接，形成綜合地下空間；靠近漢西路段以路塹形式與南泥灣大道隧道相接，在空間上使西部居住區形成整體。
  4. The paper makes simulation for each type of electro - hydraulic regulating system of turbine. the results of simulation show that for the francis and kaplan turbines the contradiction between regulation time and pressure increasing can be solved by logical chosen of feedback adjustment coefficient and control cost - weighting matrix. for tublar turbine the dynamic matrix pi control scheme can effectively solves the difficulty of speed stabling of this type turbine

    本文對各種機組調節系統進行模擬，結果表明，對于混流式和軸流轉漿式機組，通過反饋校正系數和控制權矩陣的正確選擇，可以解決調節時間和水擊壓力上升的矛盾；對于貫流式機組，提出了動態矩陣pi控制方案，可以較好的解決此類機組轉速難以穩定的問題。
  5. The quantitative analyses of three lubricating oil wedge bearing are contributive to understand the dynamics performance of three lubricating oil wedge bearing with horizontal combine surface. the priman research contents of the thesis and its contributions are as followed : 1

    論文完成的三油楔平切瓦水平結合面存在貫通的縫隙時軸承動力特性的定量分析結果，可以加深我們對三油楔平切瓦動力特性的認識，具有重要的學術意義。
  6. The numerical calculating based on reynolds equation are carried out with the help of computer program built by bearing research institute of xi ' an jiaotong university. the calculating results indicated that three lubricating oil wedge bearing with an end - to - end through gap between the horizontal combine surfaces will not be unsteady factor when the bearing load no change. but the horizontal oil film rigidity will reduce and the working position of axle journal in the bearing will change

    論文利用雷諾方程對# 5軸承的三油楔水平中分軸承進行了數值計算，計算結果表明，當三油楔軸承水平中分面有貫通的縫隙而軸承的載荷不變時，三油楔軸承不會失穩，但會減小水平方向的油膜剛度，改變軸頸在軸瓦中的工作位置。
  7. Chang da railway, ha da and sheng da highway run through the city from south to north, the convenient traffic sets up a bridge for wafangdian guang yang bearing group to domestic and international markets

    長大鐵路，哈大公路和沈大高速公路縱貫南北，便利的交通為瓦房店光陽軸承集團架起了通向全國走向世界的橋梁。
  8. Is a total manufacturer that carries out everything from product planning to design, manufacturing, painting, assembly, packing and delivery on a consistent basis. the company is happy to accept inquiries on any matter related to the manufacturing of steel or stainless steel products

    Nimbari kosakusyo co . ， ltd .以優越的金屬加工技術為主軸，是貫通產品企劃設計製作加工塗裝組裝包裝配送一套服務的綜合型生產廠家。
  9. Wafangdian electric bearing production co., ltd. always adheres to the operation philosophy of quality first, credibility - oriented and client supreme ; particularly after the company passed the certification of iso9000 international quality system and has obtained the self - support import and export right, it pays more attention to the quality awareness education to the entire staff and the improvement of their technical accomplishments and takes dedicating premium products and best services to extensive clients as the everlasting pursuit of us electric bearing

    瓦房店電力軸承製造有限公司一貫奉行「質量第一信譽為本用戶至上」的經營理念，特別是公司通過iso9001國際質量體系認證后，又取得了進出口貿易自營權，更加註重對全體員工進行質量意識教育和技術素質的提高，把高質量的產品和最佳的服務奉獻給廣大用戶作為我們電力軸承永恆的追求。
  10. The proposed model - beam - particle model is validated to simulate some routine tests of concrete which including uniaxial compressive test and uniaxial tensile test to prove that the numerical model can effectively to describe the complete failure process caused by the initiation, propagation and coalescence of cracks. the influence of the meso - mechanical properties to the macroscopic failure behavior is discussed in this paper. the proposed model is employed to simulate the dynamic failure process of concrete under impact loading, and analyse the failure behavior of concrete with different impacting velocity

    本文建立了混凝土的梁-顆粒數值模型，並利用該模型進行了混凝土在單軸壓縮和拉伸載荷作用下，混凝土從微裂紋的萌生、擴展、貫通直到宏觀裂紋產生導致破壞的全過程的數值模擬，探討了混凝土材料細觀結構對其宏觀力學行為的影響；利用該數值模型，模擬了鋼彈以一定的初始速率垂直侵徹混凝土圓板的動態過程，對計算結果進行了動畫顯示，並分析了不同鋼彈初始速率對混凝土圓板破壞形式的影響。
  11. Through studying the cptu chamber test with the soil as a medium in door, according to the stress which generated in the course of probe penetrating, include axial additional stress and radial additional stress, measured by subminiature pressure cells which buried in the soil. this paper analyzed the rule of variation of axial and radial additional stresses, and compared with each other

    摘要通過以粘土為介質的孔壓靜探（ cptu ）模型槽試驗研究，根據埋置在土中的微型土壓力盒在貫入過程中所則到的土應力（軸向附加應力和徑向附加應力） ，分別分析了軸向和徑向附加應力的變化規律，並進行了比較。
  12. Wafangdian electric bearing production co., ltd. persisted in the principle of " quality is the lifeline of the enterprise, the iso9002 quality system certificate authorized in 1998 is a firm base for the improvement of the products quality

    瓦房店電力軸承製造有限公司始終貫徹「質量是企業的生命」這一宗旨， 98年通過iso9002質量體系認證對產品質量的提高打下了堅實的基礎。
  13. 5 ) based on test results and going by ultimate balance theory, the paper drew anti - shear formula of the wall under eccentric loads, and discussed the main factors which influenced its anti - shear bearing capacity. 6 ) based on plain section assumption, the paper studied the normal section bearing capacity of the wall. stress, strain and deformation computation was combined to establish bearing capacity formulas for the normal section under moment, unaxial loads and axial loads respectively

    6 ）以應變平截面假定為基礎，對密肋復合墻體正截面極限承載力進行研究，即將墻體從初始受荷到正截面極限狀態的各階段的應力、內力及變形計算貫通起來，建立了墻體正截面壓彎、拉彎承載力實用計算公式和軸心承載力計算公式。
分享友人
分享到 Line

分享到臉書