zero moment 中文意思是什麼

zero moment 解釋
零矩
  • zero : n (pl zeros zeroes)1 【數學】零;零號。2 零位;零點,起點;(溫度表的)零度,冰點;座標原點;無...
  • moment : n 1 一轉眼功夫 片刻 瞬息 剎那;時刻。2 時機 機會;場合;危機;當前。3 重要 緊要;【哲學】要素 契...
  1. From the analysis, some suggestion about joint rigidity design is put forward : 1. joint initial rigidity can be enhanced within the limited range when to increase end - plate thickness ; 2. the rigidity and ultimate moment can be enhanced obviously when to adopt the beam with inclined section or to add axilla at the connections between beam and column ; 3. withm the permissive construction condition, exteriorly extended end - plate inclinedly placed is suggested to be applied firstly ; 4. when the rate of joint rigidity to beam rigidity, that is called, is less than 0. 1, the joints can be regarded as zero - rigidity joints ; on the other hand, if is more than 26, it is rigid connection joints

    採用斜截面梁並在樑柱交接處局部加腋能明顯提高節點剛度和梁的抗彎能力; 3在允許的施工條件下,應優先採用外伸式端板斜放節點,有利於提高節點剛度,進而提高節點的抗彎能力; 4節點剛度與其連接構件的剛度比值0 . 1時,可按鉸接節點設計; 26時,可按剛接節點設計。
  2. The molecule has a zero time-average dipole moment.

    分子按時間平均的偶極矩為零。
  3. Subsequent work ismeasuringforceandtorqueinformationbetween the feetofhumanoidrobotandgroundwiththesix - dimension force / torque sensors, and formularizing the calculation expression of realzmp ( zero moment point ) in single supporting phase and double supporting phase, which isusedascriteriaofstabilitythroughtheactualmotionofhumanoidrobot

    接著,利用安裝在腳部的六維力/力矩傳感器檢測地面力、力矩信息,進行穩定性分析。
  4. Stability simulation of a humanoid robot with fictitious zero - moment point

    的擬人機器人行走穩定性模擬
  5. Because very similar to chi shu rotors very few, the teeth harmonics moment for the second harmonics moment, and two stator mistaken 90e of mutual perspective, the two stator teeth resolved moment worth equal to 13, 800 conversely, synthetic zero

    3 .由於爪極數等於轉子極數,故諧波力矩為2次諧波力矩,而2個定子相互錯位90電角度,所以2個定子的諧波力矩幅值相等,相位相反,合成為零。
  6. The summation of forces on extensor mechanism should be zero according to equilibrium rules of forces before and after total knee arthroplasty based on constant extensor moment

    計算得到髕骨形位參數變化前後與伸膝機構相關的動力學參數,包括股四頭肌力、髕韌帶力及髕股關節接觸壓力的變化。
  7. A kind of complete convergence of sums for negatively associated sequences of non - identically distributed random variables, in the second chapter, is obtained and the requirement of known results are weakened to the condition that absoluted moment - larger than zero - is finite. the strong convergence of negatively associated sequences of non - identically distributed random variables is discussed in the third chapter. in the fourth chapter, after extend the laws of the iterated logarithm of strong stationary case to weak stationary case, we obtain the strong convergence rate for negatively associated sequences of non - identically distributed random variables in linear models

    其中第二章討論了一類不同分佈的na列的加權和的完全收斂性,我們把已有的結果對矩的要求放寬到了只要求大於0的絕對矩有限的情形;第三章討論了不同分佈的na列的加權和的強收斂性;第四章首先把文[ 10 ]的關于na的重對數律由強平穩的情形推廣到了弱平穩不同分佈的情形,然後得到了線性模型中不同分佈的na誤差列的收斂速度。
  8. Firstly, gait pattern of humanoid robot is designed, which makes walking process of humanoid robot more stable and closer to real people. this is proved by zero moment point ( zmp ) criterion

    首先,本文對擬人機器人的步態進行了協調運動規劃,利用零力矩點( zmp )判據證實該規劃提高了步行的穩定性,美化了步行姿態。
  9. As the legged system has a similar dynamics to that of three - dimensional inverted pendulum mode, whose supporting point is equivalently located at the zmp, what is more, there is dynamical relationship between the zero moment point ( zmp ) and the center of gravity ( cog ), so this paper proposed the method that controls the cog of the whole humanoid body system in real - time through the 3 - d inverted pendulum based on variable zmp : first, the irregular terrain analyzed and described, the author proposed an usual obstacles - spanning method, based on the position and the shape of obstacles, the author programmed the smooth trajectory of anklebones

    由於機器人的腿系統和三維倒立擺模型有著相似的動力學特徵,模型的支撐點就是機器人的零力矩點zmp ,另外零力矩點zmp和重心cog之間存在著動態關系,本文採用基於可變zmp的三維倒立擺動力學原理來對類人猿機器人進行質心軌跡生成。首先,通過對復雜地況進行分類統一描述,提出了一套通用的越障軌跡規劃方法,結合復雜地況下障礙的位置和形狀,規劃了機器人連續的踝關節軌跡。
  10. Peninsula network october 26 - ( intern reporter li wen li yong ) at about zero today, the hong kong east road because of a gas leak hotel kitchen suddenly deflagration, rekindled the flame lit a moment cooks his clothes

    半島網10月26日訊(實習生李勇記者李雯)今天零時許,香港東路一酒店廚房煤氣因泄漏突然發生爆燃,燃起的火苗瞬間點燃了廚師身上的衣服。
  11. The valve operating mode starts to change the moment the lift becomes zero

    當生程一變成零,汽門操作模式就開始變換。
  12. Zero lift moment

    零升力力矩
  13. In order to realize biped steady dynamic walking, this paper adopted a trajectory of variable zmp ( zero moment point ), which was defined as a cosine curve

    為了實現雙足穩定動步行,本文採用了餘弦可變zmp ( zeromomentpoint )運動軌跡。
  14. Abstract : cable - stayed is used to cable suspension, but cable force is calculated by manual, and only for less than 5 segments, and the prescion is poor. this paper puts forward “ zero moment method ”, which can not only calculate more segmental soupe force, but both temporary joint and fixed joint during construction. the mechanical concept is clear, and it is easy for calculating. it is fit for program, and the illustrations prove that the methods are right

    文摘:斜拉扣掛在纜索吊裝中經常運用,但扣索索力多採用手工計算,且多用於5段以內的吊裝,計算復雜,精度低.本文提出「零彎矩法」 ,可計算任意多段扣索索力,既可計算拱肋在施工過程中各節段臨時鉸接,又可計算各節段固結的情況,將兩種連接方式統一成一種計算方法,力學概念清楚,計算簡便,適宜程,文中最後用示例證實本方法的正確性
  15. Through studying the interaction between a two - level atom and a single mode emission field in rotating - wave approximations of jaynes - cummings model, the atom and the field are in a coupled superposition state - entangled state. the expectation value of atom dipole moment is always zero, but the fluctuation of dipole moment is a non - zero constant

    通過對旋波近似下j - c模型中的二能級原子和單模場相互作用體系的研究,得到激發態原子可演化為場和原子的耦合疊加態- - -糾纏態。
  16. Because the oil well pump belongs to a simplex reciprocating pump, the most authentic adolph ' s differentical equation of movement of the reciprocating pump valve can be used to reserch the movement of oil well pump valve, but it is well known that this differential equation is singular at the moment when the raising height of the pump valve is zero

    由於抽油泵屬于單缸單作用往復泵,因此可以將目前較權威的阿道爾夫往復泵泵閥運動微分方程用於研究抽油泵泵閥的運動規律,但阿道爾夫泵閥運動微分方程在泵閥開啟初期存在奇點問題。
  17. The load distributed by central piles under vertical load are higher than by others of the pile group ; 2. under higher vertical load, the foundation soil shows an obvious characteristic of plastic strengthening ; 3. the bearing capacity of pile group under vertical load is larger than the whole sum of bearing capacity of single piles in pile group ; 4. the position of the maximum or zero value of bending moment inpiles, the line shape of bending moment diagram and the value of bending moment of the same cross section of a pile under same load is different according to the lateral loading and the longitudinal loading ; 5

    在較大的豎向荷載作用下,土體出現明顯的塑性強化特徵; 3在豎向荷載作用下,群樁的承載力大於各基樁承載力之和; 4沿線路水平縱、橫向加載時,最大彎矩和零彎矩的位置、彎矩變化曲線的形狀以及在相同荷載作用下各樁同一截面的彎矩值都有一定差異; 5
  18. The two kinds of joint connection half - rigidity characteristic about gabled frames are discussed. the criterion among rigid connection, zero rigidity connection, half rigidity connection is determined ; the joint ' s moment and rotation angle curve is analyzed ; the calculation method about joint initial rigidity is brought forward ; the ultimate moment ' s calculation formula is deduced ; the result calculated by the formulas is compared to one calculated by the norm ' s formulas

    探討了門式剛架兩種端板節點連接的半剛性特性,確定了節點剛接、鉸接和半剛接劃分的標準;分析了節點受力時的彎矩轉角曲線關系;提出了節點的初始剛度的計算方法;提出了節點極限彎矩的計算公式,並與規范關于節點抗彎承載力計算的結果進行了比較。
  19. If all the shells containing electrons are completely filled, the effects cancel out and each atom has a resultant zero magnetic moment

    如果有的電子層上均排滿電子,則作用力互相抵消,而導致每個電子的磁矩為零。
  20. The concept of the longitudinal strength of ship hulls has changed and advanced greatly as the study on the failure mechanism of the hull is getting deep. by taking account the failure modes of yielding, buckling and their combination, as well as the non - linear interactions between structural members, the ultimate longitudinal bending moment is defined by the moment corresponding to the point with zero slope on the moment - curvature curve of the ship hull

    但隨著對船舶破壞機理的認識和研究發現,在研究船體的總縱極限強度時,必須考慮構件的屈曲、屈服等各種可能的破壞模式,要考慮受壓構件屈曲后及崩潰后的非線性性能的影響,要考慮組成船體的各個構件發生破壞的漸進性質和相互作用等。
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