internal moment 中文意思是什麼

internal moment 解釋
內力矩
  • internal : adj 1 內的,內部的 (opp external)。2 國內的,內政的。3 體內的,內服的。4 內在的,本質上的,固有...
  • 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. Hi addition, with regard to the computation of the maximum / minimum moment, shear force, settlement and foundation reaction of pile capping beam, the randomness of both pile capacity and foundation modulus are statistically analyzed in virtue of the method ? monte carlo. accordingly, the random probability analysis of the internal force of pile capping beam can be achieved

    並通過蒙特卡洛( montecarlo )法對基樁承載力、土體基床系數的隨機性進行統計分析,獲得了承臺梁彎矩、剪力、沉降以及基底反力的最大(小)值,從而實現了樁基承臺梁內力計算的隨機概率分析。
  2. There are even some people who, the moment a slightly favourable turn occurs in the war situation, are prepared to intensify the " friction " between the kuomintang and the communist party, diverting attention from external to internal matters

    甚至某些人在戰爭形勢稍為好轉的時候,就準備在國共兩黨之間加緊磨擦一下,把對外的眼光轉到對內。
  3. The fast - speed development of computer network technology and information technology leads to the ceaseless change of manufacturing, the network numerical control ( nnc ) - a new technology, was arisen at the historic moment. after a deep research collection and analyzing of information internal and external on information integration technology, direct numerical control ( dnc ) interface technology, network technology and computer communication technology, the writer brings to the construction model of nnc and realizes real - time communication of nnc by program, discusses the function of basic information management of nnc

    本文通過對國內外有關的信息集成技術、 dnc (直接數控)介面技術、網路技術和計算機通訊技術的資料收集、分析比較和研究探討,給出了網路數控的總體結構模式,並通過深入分析研究,實現了網路數控系統的實時通訊等部分,探討了網路數控系統的基礎信息管理等功能。
  4. It shows that the method suggested in the paper is simple, applicable for engineering and has good precision. on the bases of the formulas deduced, and combining with relative test datas, it studies in the paper several factors influencing the bearing performance of the simple beams, such as shape of the external tendons, the equal moment segment length, span - to - depth ratio of the beam, valid initial prestress of the external tendons, area of the internal tension reinforcement, strength of the concrete, vertical distance between

    在公式推導的基礎上,結合相關試驗資料,研究了體外筋的形狀、等彎矩區長度、梁跨高比、有效張拉預應力、體內受拉筋配筋率、混凝土強度、錨固點到樑上邊緣在垂直方向上的距離、體外預應力筋水平段長度(雙折線型體外筋的情況)以及荷載類型等對體外預應力混凝土簡支梁受力性能的影響。
  5. Its solution yields a final set of constants, which, when multiplied by each of the internal states, gives a recommended, or optimal, control action for the ballbot to take at each moment in time

    這種解決方法會產生一組最終常數,這組常數乘上每一個內部狀態,可及時算出機器人在每一刻的建議(或最佳)控制動作。
  6. In this thesis, analysis of whole performance and interior mechanism of plain soil slope and soil nailing wall with flag finite difference program has been carried out. at the same time, the impacts on the internal force distribution of soil nailing and the deformation of soil nailing wall of many factors, including the connection between face shield and soil nailing, the friction decline between soil nailing and soil, the shear force & bending moment resistance of soil nailing, the cement crack in soil nailing, face shield, excavation, the obliquity of slope, and so on are studied in this thesis

    本文通過flac有限差分程序,分析了素土基坑和土釘墻體的整體性能和內在機理,研究了土釘和面層的連接變化、土釘表面性能的下降、土釘的橫向抗剪抗彎作用、土釘漿體的開裂、面層的有無、基坑的開挖過程、基坑放坡角度等因素對土釘內力分佈和土釘墻變形的影響。
  7. The main causes, which have effects on redistribution of internal force in the prestressed frame, including the relative height compressive zone of section, secondary moment and types of load applying are taken into account. the horizontal braces force which results from the tension of the prestressing steel, reduces the pre - compress stress is analyzed

    並且探討了各影響因素對框架梁截面延性的影響和由於柱的抗側剛度在預應力鋼筋張拉時約束梁的軸向變形,從而影響預應力在梁中的建立所造成的梁中軸向預壓力的損失。
  8. The owners need to build the effective internal control to protect the assets, insure the managers managing the company with their whole heart. on the other hand, the managers also need a nice internal control system because they must carry out the company ’ s policy and realize the management aims to reduce the possibility that they would be fired at any moment

    一方面,所有者從自身利益出發,為了保護資產安全完整,確保經營者「盡心經營」 ,要求建立完善的企業內部控制體系;另一方面,經營者為了履行對股東的承諾,降低自身「被替代」的風險,貫徹公司政策和管理目標,也需要建立完善的內部控制制度並設法保證其有效運行。
  9. Perspective, in all its variations and permutations ( e. g., external / internal, divine / human, objective / subjective, impersonal / personal, public / private, singular / multiple, sincere / ironic, omniscient / solipsistic, totalizing / partial ), operates as one of the central framing techniques for orienting narrative, inasmuch as it limits what information is available and possible to know at any particular moment as well as how information gets divulged over time

    各種變換的視角(例如:外在內在,神聖人類,客觀主觀,非個人的個人的,公開私有,單一多數,真誠諷刺,全知唯我,整體部分) ,為重要的主導敘事的架構技巧之一,在其可限的范圍內,訊息的取得、得知的特定契機以及在時間遞演下,訊息是如何傳播的。
  10. According to the relational expression of torsional vibration of the measuring point on crankshaft and the excited moment of each cylinder of internal combustion engine ( ice ), the working condition of each cylinder was monitored and the fault of cylinder - scoring was diagnosed using the amplitude and phase characteristic of 0. 5 order torsional vibration

    摘要依據內燃機軸系測點扭振與各缸激振力矩的關系式,利用0 . 5諧次扭振的幅值與相位特性,進行內燃機各缸作功狀態監測和拉缸故障診斷。
  11. Parameter analysis, 3d nonlinear finite element program and experimental study are carried out to discuss the prestressing effects in terms of ultimate flexural strength, deflection, cracking moment, the redistribution of internal force, the stress increment of prestressed tendons, and the slip at the interface of prestressed steel - concrete composite continuous beams

    本文通過參數分析、 ansys三維有限元非線性分析、模型試驗等研究方法,著重探討了抗彎承載力、撓度變形、開裂彎矩、內力重分佈、預應力筋應力增量、組合界面滑移等方面的預加力效應。
  12. ( 2 ) if secondary moment is taken for one kind of modulation of moment and there are the same, the effect of secondary moment on the modulation of moment becomes bigger with secondary moment becoming bigger. if prestressed frame can not complete full redistribution of internal force, ultimate load may put off and put up because of secondary moment. total coefficient of modulation of moment also is bigger

    ( 2 )如果把次彎矩看著是對框架的一種彎矩調幅,在相同的相對受壓區高度下,次彎矩越大,次彎矩調幅作用越強;如果結構不能實現完全的內力重分佈,則次彎矩能夠延緩截面極限承載力的到來,提高結構的極限承載力,結構總的彎矩調幅系數也隨著次彎矩的增大而增大。
  13. Based on the experimental study of two presstressed frames, it analyses the question of redistribution of internal force and analyses influence of moment modulation of prestressed frames. therefore, it draws some conclusion as follow : 1 ) post - tensioned prestressed frames can be practiced on moment modulation. but how to operate decides on practical situation in design

    本文通過對兩榀近於足尺的后張有粘結預應力框架在跨間豎向荷載作用下的試驗研究,探討了預應力框架內力重分佈問題,從塑性內力重分佈入手分析了次彎矩對框架彎矩調幅的影響以及影響內力重分佈的其他主要因素,得到一些概念性的認識和結論: ( 1 )對后張有粘結預應力框架可進行適當調幅。
  14. But setting of strengthened floor will result in the sudden variation of structural stiffness and internal force, and will come into being weal story. the yield mechanism will difficultly " story column, weak beam " and " strong in resistance of shear force, weak in resistance of bending moment "

    在風荷載作用下,設置加強層是一種減少結構水平位移的有效方法;但在地震作用下,加強層的設置將會引起結構剛度、內力突變,並易形成薄弱層,結構的損壞機理難以呈現「強柱弱梁」和「強剪弱彎」的延性屈服機制。
  15. The deflection theory is then used to obtain the most unfavorable moment of the structure under live load, and after the preliminary controlling moment of the structure is obtained by superpositioning the dead and live load moment, the moment and hanger forces arc to be adjusted by the internal force equilibrium method to finally obtain the rational hanger forces

    首先用彎矩能量最小原理求出初步索力,然後利用索力得到恆載彎矩,利用撓度理論求出活載作用下結構的最不利彎矩,將恆載與活載彎矩疊加,獲得結構的初步控制彎矩后,採用內力平衡法對彎矩和索力進行調整以得到合理的索力。
  16. The hair ' s main composition is an amino acids, amino acids to can suffer the outside to affect in the factor and run off, and also can is influence by the internal factors with the chemicals ' s damage such as the weather season, if the body mainutrition, hair lack the vitality with the flexibility, therefore want to with regularity add the amino acids, it the contain to permeate the differential calculus son to can quickly permeate the hair the consolidation repair and maintenance for, becoming bing arrived by outside inside of deep place the amino acids composition, and make the hair shining brilliance, movement contain flexibility every moment

    頭發的主要成份是氨基酸,氨基酸會受外有因素影響而流失,如氣候季節和化學品的損害,也會受內在因素的影響,如身體營養不良,頭發缺乏活力和彈性,所以要定期地補充氨基酸,本品特含滲透微分子能迅速將氨基酸成份滲透頭發深處,形成由外到內的鞏固修護,使頭發時刻煥發光彩,動感有彈性。
  17. The main contents are as follows : firstly, the structure and characteristics of aqueduct - stayed are summarized, based on which the structure analysis is presented ; planar structural models are established to simplify the analysis of internal force and displacement of aqueduct - stayed based on moment - distribution theory, the formula to calculate the force of cross section of aqueduct - stayed is derived. the finite element method for framed structures is used to analyze the aqueduct body. and corresponding computer programs are developed

    為便於計算,在計算斜拉渡槽的內力及變形時,將空間結構簡化為平面結構,分別對槽身橫斷面及槽身縱向結陶進行計算:以力矩分配法為基礎推導了槽身橫斷面內力的計算公式;運用直接剛度法,編制了桿系有限元程序進行槽身縱向結構計算,並簡單介紹與斜拉渡槽相關的剛度法知識以及程序的流程圖。
  18. But this time, the authors considered more factors that can influence the precise, which include plastic resistant moment of special - shaped columns, bending stiffness of beams and cracking of walls. then, the equivalent width of diagonal strut is worked out. based on above results, the bar system model is used to calculating the internal force of the structure and the results were match the testing data basically

    給出結構的簡化計算方法,本文利用砌塊墻體的斜壓桿等效原理,並考慮了異形柱的塑性抵抗矩、 0梁的抗彎能力以及馬牙搓連接等多種因素,解出了斜壓桿的等效寬度,在此基礎上按桿系模型對結構進行了簡化靜力驗算,結果與試驗基本相符。
  19. For example still the arguments exist about the cracking controlling, the behavior of secondary moment and the re - distribution of internal forces, especially for the moment, of the prestressed concrete continues beam or frame

    例如在對預應力混凝土連續梁和框架的裂縫控制、次彎矩以及結構的塑性內力重分佈尤其是彎矩重分佈這些問題上還存在著廣泛的爭論。
  20. ( 3 ) the relative height compressive zone of section greatly influences the redistribution of internal force of the prestressed frames. the total modulation of moment decreases according as the increase of relative height compressive zone of section

    隨著中支座截面相對受壓區高度的增大,次彎矩增大,次彎矩調幅增大,但荷載彎矩調幅以更大的幅度下降,導致總的彎矩調幅下降。
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