measured bearing 中文意思是什麼

measured bearing 解釋
測量方位
  • measured : adj. 1. 量過的,合標準的;適度的。 2. 慎重的,仔細想[考慮]過的(話等)。3. 整齊的(步調等)。adv. -ly
  • bearing : n 1 忍耐,忍受。2 態度,舉止,風采,姿態。3 關系,影響,方面,聯系 (on; upon); 意義。4 〈常 pl ...
  1. The flocculus steel balls measured were assembled in luoyang precise bearings company. the results show that the bearing vibration values reached z2 group near 98 %, the bearing vibration values with new technique balls tower above sixty percentile than grind technics. furthermore the bearing vibration values reached z3 group near 83 - 97 %, the bearing vibration values with new technique balls tower above 77 - 90 % than grind technics

    然後對加工出的「絨面」鋼球在洛陽軸承集團進行了合套測振試驗,測振試驗結果表明:振動值達到z2組的比例達到98 ,比用研磨工藝制得的鋼球合套后測得的振動值數據高出60個百分點;振動值達到z3組的比例高達到83 97 ,比用研磨工藝制得的鋼球合套后測得的振動值數據高出77 90個百分點。
  2. Gooseneck to be dismantled, examined and measured. ball bearing and glands in the socket of gooseneck to be cleaned, examined, repaired or renewed if necessary, greaed and refitted

    鵝頸銷拆開,檢查,測量。鵝頸銷承套中球軸承及格欄清潔,檢查,必要時修理,換新,加牛油后裝妥。
  3. It is mainly used to measure bearing temperature of various bearing equipment in the power station, which measured end is closely cling to surface of the measured bearing depend on shock - proof structure, hence improving accuracy in measuring temperature

    主要用於測量電站各種帶有軸承設備的軸承溫度,由於產品採用防震結構,使測量端緊貼被測軸承表面,從而提高了溫度測量的準確度。
  4. Then i discussed methane desorption properties including cbm - bearing saturation, critical desorption pressure, the ratio between critical desorption pressure and original coal reservoirs pressure and difference of terra decompression ; cbm - bearing characteristics of coal seams including measured / academic cbm - bearing content, coalbed methane resources content and cbm resources abundance, etc. the author respectively gave a brief account of the basic characteristics of ancient and today ' s geothermic field at 1000m and 2000m depth, coal measure strata pressure field at the depth less than 1600m, structural stress field from jurassic to present, and ancient and today ' s fluid potential field ( that is water potential and gas potential distributing in coal measure strata )

    分別簡述了準噶爾盆地1000m及2000m深度今古地溫場、 1600m以淺的煤系地層壓力場、侏羅紀至今地應力場及煤系地層水勢與氣勢分佈的今古流體勢場基本特徵,進而對這「四場」特徵及其互動關系與煤儲層物性、可采性及煤層氣聚集的關系進行了探討。從構造背景、構造演化及構造類型幾方面論述了本區構造作用的控氣特徵。
  5. At first, based on the results of in - situ load tests, the load - settle curves are acquired, and the effects of different reinforcement parameters are presented. these parameters include the linear density ratio ( ldr ) ; the location of the top layer of the geobelt measured from the bottom of the load plate ( u ) ; the different materials of geobelt ; the number of reinforcement layers ( n ) and the distance between the two layers of geobelt ( a h ). these results show that the bearing capacities of the reinforced composite foundation can be improved and the settlement can be reduced

    首先,通過現場載荷試驗,獲取了加筋墊層復合地基荷載-沉降曲線,從筋帶鋪設的密度、筋帶的首層間距、不同筋帶材料、加筋層數以及雙層筋帶的層間距等幾個方面分析了以上加筋參數對加筋復合地基承載力的影響,指出筋帶的存在提高了加筋復合地基的承載力,減小了沉降。
  6. Application of the new type wall in engineering practice proves the feasibility and advantages. in the end, comparison between measured data from quite a few engineering examples and calculated theoretical results shows that, the design methods of anchored bar retaining walls and block retaining walls presented in this paper are reliable, which also have a better bearing behavior and good social and economic benefits

    最後通過計算實例以及現場實測結果的對比分析,證明了錨桿擋土墻和砌塊式擋土墻的設計計算方法是安全可靠的,同時證明了錨桿擋土墻和砌塊式擋土墻優越的受力性能以及其良好的社會經濟效益。
  7. The influence of the eccentricity mass moment, position of mass center and the bearing stiffness to the vibration characteristics of the rotor system is discussed in detail ; 3. to verify the exactness of fem and learn the principle of vibration of dredge pump further, the orbit of the rotor shaft of the pump in the dredger is measured, the measurement results show : the repeat of the orbit of the rotor shaft is very bad when dredge pump is in the dredging mud condition

    模態分析確定了泥泵的振動特性(固有頻率和振型) ;諧響應分析確定了泥泵轉子軸在偏心力的作用下軸截面處的最大響應位移;研究了轉子軸的質心位置、軸承剛度和質量偏心矩對轉子軸振動特性的影響; 3 、採用軸心軌跡法,實船測量了泥泵軸工作時振動響應值。
  8. Measured results from in - site loading tests in tannin harbor and from in - door model tests were compared with predictions from the limit equilibrium methods. a method of estimating the bearing capacity for inhomogeneous medium was suggested to meet every case ; 4. according to the results from model tests, the elastoplastic fem were performed to study the procession of the change of the stress and strain in inhomogeneous medium and to simulate the procession of the forming of the failure surface during loading, and the failure mechanism was studied ; 5

    4 、結合模型試驗結果,確定出了符合非均質介質規律的彈塑性模式,在此基礎上分別運用二維、三維彈塑性有限元程序,模擬出了外荷載作用過程中非均質介質內部應力、變形以及破壞面的發展過程,分析得出了非均質介質地基的破壞機理; 5 、在港口工程地基設計當中,已經引入了可靠度理論計算分析基礎穩定性。
  9. Then the experiment platform of the hypoid gear system was set up, and the lateral, longitudinal and axial vibration response of the bearing and the vibration acceleration response on the surface of the gearbox were measured

    搭建了準雙曲面齒輪傳動系統的實驗平臺,測量了準雙曲面齒輪箱軸承座的橫向、縱向和軸向振動響應和箱體表面振動加速度響應。
  10. Based on the results, the eccentrically braced frame has the advantage of higher initial stiffness, load - bearing and energy consume ability. through the limit state analysis principle, the limit load was calculated by assuming the same destroy pattern of braced frame as that in the experiment. comparing the theory limit load with the measured, a good agreement was founded. it shows that the limit state analysis is really a practicable way analysed the reinforced concrete frame braced with eccentric steel

    應用極限分析中的極值原理對偏心角鋼支撐鋼筋砼框架進行極限分析時,首先擬定與試驗結果相一致的結構倒塌破壞模式,然後根據虛功原理建立了結構在極限狀態時極限承載力的計算公式,從所求的權限荷載的理論值與實測值的比較來看,理論計算值與試驗的實測值基本吻合,這說明利用本文擬定的結構破壞模式對偏心角鋼支撐框架結構進行極限分析是一條可行的途徑。
  11. The parameters are measured respectively during the experimental process, such as bearing capacity, deformation, strain and so on. it concludes that when the other conditions is equal, the limit bearing capacity of the concrete filled steel tube long column subjected to axial compress is reduced along with the long diameter ratio increased

    從試驗結果可以看出:鋼管混凝土軸心受壓長柱的穩定承載力,在其他條件相同時隨長細比的增大而逐漸降低;試件在最大承載力狀態下,鋼管表面的平均縱向應變已超過鋼管的屈服應變值,破壞呈現為非彈性失穩破壞。
  12. This article also measured the same kinds of bearing produced by harbin roll bearing factory, japan and other national factories with index of vibration speed, acceleration vibration value, rolling degree, corrugation degree, coarseness and rolling degree with a r shape, which as a result, obtained a lot of dependable experimental data and built foundation for further analysis

    本文根據軸承速度振動值、加速度振動值、軸承滾道圓度、波紋度、粗糙度、滾道r形狀的評價方法及測量方法對哈軸生產的、日本生產的及國內其他廠家生產的同類型軸承進行了測量,獲得了大量的可靠的試驗數據,為下一步的分析工作奠定了基礎。
  13. Dynamic modulus of layers is backcalulated by sidmod program with the deflection basin measured by fwd. static modulus is determined based on benkelman beam and plate bearing data. applicability of different devices in modulus calculation is summarized. the research results of this dissertation prorided the experimental and academic basis for the spread of fwd

    用fwd測得的彎沉盆計算各結構層的動模量,用貝克曼梁和承載板測得的中心彎沉計算靜模量,分析了不同設備與方法在進行模量反算時的適用性。
  14. Then at the elastic - plastic state taking advantage of the brace and eccentric distant, we can control the inelastic deformation of the braced frame. the reinforced concrete frames with eccentric brace conform with the earthquake - resistant principle and its seismic properties have improved remarkably. during the lowly circular and repeated loading, the load - bearing, deformation, and ductility of the eccentrically braced reinforced concerete frames were measured

    偏心支撐鋼筋砼框架的設計意圖是當結構在抵抗外力作用時,在彈性階段結構有較高的抗側剛度,而當結構進入彈塑性階段時,利用支撐和耗能段梁的變形使結構的非彈性變形可控,體現了抗震結構「先剛后柔」的原則,使鋼筋砼框架的抗震性能得到有效地改善。
  15. As the main method of measurement in the tests, some strain measuring points are arranged on the reinforced steel bars of the anchor bearing body. the changes of strain with different loading levels at their locations have been measured, through which range of influence and distribution of strain with loading in grout can be investigated, and corresponding distributions of axial force and bond stress are calculated according to hooke ' s law. making use of nonlinear curve fitting, distribution equation of bond stress of the fixed unit anchor length is achieved

    試驗測試手段通過在錨索承載體上布設應變測點,觀測錨索在不同的荷載級別下的應變變化情況,對不同荷載級別下,單元錨索注漿體內應變的影響范圍及分佈規律展開分析,依據虎克定律計算出了其軸力與粘結應力的分佈;並對測試結果進行了擬合,得出了錨固段粘結應力分佈的擬合方程。
  16. Furthermore, the strongly functional programming language labwindows / cvi is well used. the paper is based on the deep analysis of rolling bearing identification technology which is made up of analog instruments. a suit of rolling bearing identification signal virtual instrument has been found with which some representative failure of gb6309 type of rolling bearing on the omnipotent lab desk in testing laboratory have been measured and diagnosed

    本論文在深入分析研究以模擬儀器為基礎的滾動軸承診斷技術的基礎上,應用現代先進的虛擬儀器技術,合理選用傳感器、信號調理器及a / d轉換板等硬體,採用具有強大功能的虛擬儀器編程語言: labwindows / cvi平臺,編寫了一系列功能軟體和軟面板,成功地研製和組建了一套滾動軸承信號識別及工況監測虛擬儀器,並利用所研製的虛擬儀器,在測試實驗室萬能實驗臺上對若干gb6309型號深溝滾動軸承的幾種典型故障進行了實際檢測與診斷,收到了滿意的效果。
  17. During the low strain dynamic test of the foundation pile, the adoption of the velocity sensor to the direct measurement of the relative displacement of the pile head is helpful to reducing the improper dependence upon the measured intrinsic frequency valuesof the pile soil system in calculating vertical bearing capacity of the single pile, and is hence conducive to raising the accuracy of the calculated vertical bearing capacity of the single pile

    基樁低應變動測中,採用速度傳感器直接測出樁頭的相對位移,在推算單樁豎向承載力時,有助於降低對樁土體系固有頻率測定值的過分依賴,從而有利於提高單樁豎向承載力推算值的準確程度。
  18. Based on this test bed, the force to separate seedlings was measured and the relationships between rotary angle of gears trunk and the bearing force of chain and the base of transplanting mechanism were obtained by using torque sensor, information collecting set and information processing software

    在該試驗臺上,利用扭矩傳感器、信號採集儀和相應信號處理軟體,測得一個插秧循環中取秧力和鏈條、分插機構支座受力與行星架轉角的關系。
  19. Fwd, benkelman beam and plate bearing tests were conducted on subgrade layer, subbase layer, base layer and surface layer of one selected pavement during construction in 1998. correlations between defections measured by three different test devices have been established through deflections comparison and analysis

    為了研究貝克曼梁、承載板和fwd三種彎沉檢測設備在路面彎沉檢測上的相關性,我們在選定的試驗路段上進行了彎沉檢測對比試驗。
  20. Loads for every bearing, rotary speed, bearing saddle vibration, shaft vibration, orbit of shaft center, were measured. severely rubbing fault was diagnosed by comprehensively analyzing these signals. the diagnosis results have a good agreement with situation

    測得了各支承負荷特性、軸的轉速、軸承座振動、軸的振動、軸心軌跡等數據信號,綜合分析了信號特徵,判定為嚴重碰摩故障,與停機檢查實際情況相當吻合。
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