次彎矩 的英文怎麼說

中文拼音 [cìwānjǔ]
次彎矩 英文
parasitic moment
  • 次 : Ⅰ名詞1 （次序; 等第） order; sequence 2 [書面語] （出外遠行時停留的處所） stopping place on a jou...
  • 彎 : Ⅰ形容詞（彎曲） curved; bent; crooked; flexuous; tortuous Ⅱ動詞1 （使彎曲） curved; bend; flex 2 ...
  • 矩 : 名詞1. （畫直角或正方形、矩形用的曲尺） carpenter's square; square2. （法度; 規則） rules; regulations 3. [物理學] moment
  1. According to experiments, the paper study and make an analysis of beams consolidated by carbon fiber about its damage character, genuflecting bend, limit payload and rigidity, etc

    摘要通過試驗，本文對用碳纖維加固的二次受力鋼?砼梁的破壞特性、屈服彎矩、極限承載力、剛度等進行了研究與分析。
  2. 3 ) the relations between modulation of the secondary moment and modulation of load is very osculation. when becomes greater, modulation of the secondary moment becomes greater

    （ 3 ）次彎矩的調幅和荷載彎矩調幅兩者緊密相關，可以相互轉化，此消彼漲， 。
  3. Crack of column equal to improve rotating ability of end of beam. therefore, it improves ability of moment modulation of end of beam. 9 ) the secondary moment has important influence on crack load

    （ 9 ）次彎矩的存在對開裂荷載有較大的影響，在單層單跨框架中增加了梁端的開裂荷載，降低梁跨中的開裂荷載。
  4. On the basis of the concept of combination of action effects of modem prestressed concrete structures proposed by the authors, the ultimate limit states design proposals of normal section of prestressed concrete structures considering the effects of secondary moment and secondary axial force are presented in the paper

    在作者提出的現代預應力混凝土結構設計荷載效應組合建議的基礎上，給出了合理考慮次彎矩和次軸力影響的各類預應力混凝土結構正截面極限強度設計計算建議。
  5. Abstract : on the basis of the concept of combination of action effects of modem prestressed concrete structures proposed by the authors, the ultimate limit states design proposals of normal section of prestressed concrete structures considering the effects of secondary moment and secondary axial force are presented in the paper

    文摘:在作者提出的現代預應力混凝土結構設計荷載效應組合建議的基礎上，給出了合理考慮次彎矩和次軸力影響的各類預應力混凝土結構正截面極限強度設計計算建議。
  6. At last, with the program, 18 one - storey and one - span prestressed frames are simulated. some conclusions are reached with the taking into account the, secondary moment and types of load applying : ( 1 ) the in the beam affects the ductility of the section and rotary property of the plastic hinge. so total coefficient of the modulation of moment becomes less with the becoming bigger

    最後，本文利用編制的非線性程序，模擬了18榀單層單跨預應力框架，重點研究截面相對受壓區高度、次彎矩、加載方式對塑性內力重分佈和彎矩調幅的影響，從中得出了以下主要的結論和規律： （ 1 ）框架梁相對受壓區高度在很大程度上反映了截面的延性，體現了塑性鉸的轉動能力，框架的總彎矩調幅系數隨著相對受壓區高度的增大而減小。
  7. ( 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。
  8. 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。
  9. ( 4 ) the difference of the constraint conditions makes the second moment in prestressed frames less than that in the prestressed beams

    （ 4 ）約束條件的不同使單層兩跨預應力混凝土框架梁中的次彎矩要遠小於兩跨的預應力連續梁。
  10. Then the proportion of the modulation of moment taken by the second moment in the total modulation in prestressed frame is less than that in prestressed beam

    同時，次彎矩調幅占總調幅的比重在框架中要遠小於連續梁。因此，次彎矩協助調幅的作用在框架中也弱於在連續梁中。
  11. The discussion is focused on the moment redistribution of the frames, the effects of the secondary moment and horizontal loads under the loads vertical and horizontal at the same time

    分析了預應力框架中的次彎矩對彎矩重分佈的影響以及水平荷載作用對彎矩重分佈的影響。
  12. The authors provides a new method named limitation coefficient of tension stress method, which can calculate the quantity of prestressed tendons, taking the prestressing secondary moment into account

    本文提出了計算預應力筋數量的「拉應力限制系數法」這一概念，並由之推導了考慮預應力次彎矩的計算公式。
  13. 5 ) the secondary moment postpones coming of plastic hinge on frames. in other words, it reduces requisition of rotation ability of section. therefore, it maybe improve modulation ability of frame

    （ 5 ）初始次彎矩的存在，推遲了梁端塑性鉸的出現，也就是說降低了彎矩重分佈對梁端轉動能力的要求，從而有可能提高總調幅能力。
  14. 4 ) as designing, modulation of the secondary moment must be considered. but when the secondary moment is very great, the whole secondary moment as modulation is unfit. there maybe have a fit reducing coefficient

    （ 4 ）設計調幅時，需考慮次彎矩調幅，但當次彎矩很大時，把次彎矩完全作為調幅是不適當的，應當有一相應的折減系數。
  15. 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。
  16. ( 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。
  17. At first, this thesis analyzes the main causes in theory, which have effects on the redistribution of internal force and modulation of moment for the bonded post - tensioned partially prestressed concrete frame ( for short prestressed frame ), including the relative height of compressive zone of section ( ), secondary moment and types of load applying. then, this thesis analyzes the test of prestressed frame. then, a method, called curvature - force method, for nonlinear analysis of prestressed frame is put forward

    本文首先從理論上分析了影響后張有粘結部分預應力混凝土框架（簡稱為預應力框架）內力重分佈和彎矩調幅的主要因素，即相對受壓區高度、次彎矩和加載方式等，並初步分析了兩榀只加豎向荷載和兩榀既加豎向荷載又加水平荷載的單層單跨預應力框架靜力加載的試驗。
  18. 2 ) the secondary moment is an important factor on moment modulation. when is small, influence of the secondary moment on moment modulation is small. contrary, when is high, influence of the secondary moment is important

    （ 2 ）次彎矩的調幅作用非常明顯，當相對受壓區高度較小時，次彎矩對調幅的影響作用也小；反之，當相對受壓區高度較大時，次彎矩對調幅的影響作用越大，有時，甚至起控製作用。
  19. The secondary moment has no influence on ultimate limit loads. when is high, rotation ability of section is shortage. the secondary moment improve ultimate limit loads of frames by improvement rotation ability of section

    但相對受壓區高度較小時，截面本身具有足夠的轉動能力，此時次彎矩的存在不會影響框架結構的極限承載能力；當相對受壓區高度較大時，截面本身的轉動能力較小，此時次彎矩可以通過提高截面的轉動能力而提高框架結構的承載能力。
  20. 7 ) in the prestesssed frames, direction of secondary moment of horizontal brace and secondary moment of equivalent load is sameness. horizontal brace is stronger, secondary moment of horizontal brace is bigger. 8 ) crack of column has influence on moment modulation on prestressed frames

    （ 7 ）在預應力框架中，一般情況下，橫向約束次彎矩和等效荷載次彎矩同向，它同樣影響總次彎矩的大小，橫向約束越強，橫向約束次彎矩就越大，在次彎矩調幅中所佔的比例就越大。
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