長柱 的英文怎麼說

中文拼音 [zhǎngzhù]
長柱 英文
[建築] long column長柱彎曲 buckling of long column
  • 長 : 長Ⅰ形容詞1 （年紀較大） older; elder; senior 2 （排行最大） eldest; oldest Ⅱ名詞（領導人） chief;...
  1. The style is elongated, ending in a small, capitate stigma, which becomes receptive at bloom.

    長柱延伸，其末端有一小的頭狀柱頭，開花時接受花粉。
  2. Application of putrescine increased antioxidant enzymes activities in the ovaries and extended the stigma receptivity in litchi chinensis

    外源腐胺提高荔枝子房中抗氧化酶活性和延長柱頭容受性
  3. The styly of thrum flower of p. merrilliana is about twice as high as that of p. cicutarrifolia. moreover, the thrum papillae are frequently longer and also more crowded than the pin papillae, whereas the size of pollen of p. merrilliana is 1. 6 times that of p. cicutarrifolia

    安徽羽葉報春長柱花花柱約是短柱花花柱的兩倍高，且長柱花柱頭突起長而密，短柱花的柱頭突起短而疏，但短柱花的花粉約是長柱花花粉大小的1 . 78倍。
  4. The results show that under the same lapping conditions the si3 n4 ball has the lowest material removal rate and the best roundness and roughness, followed by zro2, al2o3, and sic ball

    結果表明：在相同的研磨條件下，具有長柱狀晶粒的氮化硅陶瓷球加工速率最低，但圓度和表面粗糙度最容易控制；氧化鋯和氧化鋁陶瓷球表面質量次之，碳化硅陶瓷球加工速率最高，圓度和表面粗糙度最難控制。
  5. "columnar" joint blocks are formed by two sets of joints.

    「長柱狀」節理塊是由兩組節理組成。
  6. Inelastic yield load of concrete filled steel tubular middle long columns under axial compression

    鋼管混凝土軸壓中長柱的非彈性屈曲荷載
  7. Experimental study of the aseismic behavior of self - compacting high strength concrete frames

    圓鋼管混凝土壓彎長柱非線性屈曲承載力的理論研究
  8. Research on the bearing capacity of concrete filled steel tubular moderate long columns with axial compression

    鋼管混凝土軸壓中長柱承載力研究
  9. The curvature increment method is used for the solution of the nonlinear algebraic equations

    對應每個曲率增量，可求得長柱在相應狀態下的一條變形曲線。
  10. For each load incremental step, a deformed curve for the corresponding state can be determined

    對應每個荷載增量，可求得長柱在相應狀態下的一條變形曲線。
  11. The greater the peak strain of the core concrete is, the greater the stability factor of the medium long column will be

    核心混凝土的峰值應變越大，鋼管混凝土中長柱的穩定系數越大。
  12. There are 2 - 3 layers of long - column - shaped palisade tissue under the upper epidermis, and there are a great number of mechanical tissues which made up of vascular bundle sheath

    上表皮下方有2 - 3層長柱形的柵欄組織，在主脈大側脈外方具有由大量機械組織組成的束帽或束鞘。
  13. In this paper, complete load - deformation behavior from initial loading to final failure of slender steel - concrete composite columns with arbitrary cross sections applied to biaxial loading is studied

    本文主要研究任意截面的鋼-砼組合長柱在雙向偏心荷載作用下從加載到最終破壞的全過程的受力與變形特性。
  14. The influence of nano - al2o3 on the sintering and the properties of the si3n4 ceramics was researched in this paper. the samples with different amount of nano - al2o3 were obtained by using pressureless sintering at 1600, 1650, 1700 in the nitrogen atmosphere. the microstructure and the composition of the ceramics were determined by the means of x - ray, sem, micro - hardness meter etc. it is show that the sisty ceramics can be densified at 1650c to % percent of the theory density through the addition of nano - al2o3 ( the value could be 90 percent by other technique ). the crystalline growth of the cylindrical - si3n4 and the ratio of its longitude to its diameter are increased with the addition of nano - al2o3. a uniform microstructure and an fined crystal as well as more sialon phases can be obtained in the si3n4 ceramics through the addition of that

    實驗結果表明：在碳管爐中、氮氣保護下進行燒結，添加劑為納米al _ 2o _ 3粉末時，由於納米粉末的高活性、高燒結驅動力，在1650就可使si _ 3n _ 4完全地燒結，並使其緻密度可達理論密度的96以上（比其它工藝高6左右） ；同時，納米al _ 2o _ 3地加入大大促進了長柱狀? si _ 3n _ 4的生長和發育及柱狀晶長徑比的提高，使微觀結構均勻、細化，形成了更多力學性能優異的固體? sialon相，減少了不利於陶瓷材料性能的晶間玻璃相，凈化了晶界。
  15. In the procedure, the column is first divided into a finite number of small segments in equal length. the deflection - curvature relation of each segment is determined using the finite - difference method. the final nonlinear algebraic equations are then obtained by means of the equilibrium condition for each segment

    運用這種方法，先將長柱離散成若干等長的柱段，利用差分方法求得各柱段截面上的撓度與曲率的關系，再根據各截面上外力與抵抗力的平衡條件，得到一組關于荷載與變形關系的非線性代數方程組；本文對該方程組採用載荷增量法進行迭代求解。
  16. In this paper, considering the additional bending moments of the axial load about the lateral displacements ( i. e. the second - order effect ), an iterative computer analysis procedure is proposed to predict the load - deformation relations and ultimate loads of steel - concrete composite columns of arbitrary cross section

    本文考慮長柱在軸向荷載作用下的附加彎矩影響（二階效應） ，提出了一種適用於任意截面形式鋼-砼組合長柱的荷載-變形關系分析和極限承載力分析的數值迭代計算機方法。
  17. 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。
  18. For each curvature incremental step, a deformed curve in the correspondi ng state can be determined for the column. through the iteration for all incremental steps until the solution is convergent, the complete load - deformation relation can then be obtained

    對各曲率增量進行反復迭代，直至得到收斂解，就獲得了長柱從加載到破壞的全過程變形曲線及荷載-撓度曲線。
  19. Based on the analytical result, the axial force is large and the moment is negligible, whether the failure mode of these columns is unstable failure - if unstable failure happens, the bearing capacity of these columns may be less than that of material failure, the safety of this project may not be guaranteed

    根據本工程內力分析結果，柱軸力很大，彎矩極小，該細長柱是否會發生失穩破壞?如果發生失穩破壞，其承載能力將會低於按規范計算的材料破壞承載力，則工程的安全性將得不到保證。
  20. In this paper, slender columns with the two ends hinged are considered. an iterative computer analysis procedure taking into account the second - order effect of the axial load is proposed to predict this complete load - deformation process

    本文針對兩端鉸接的任意截面鋼-砼組合長柱，考慮長柱在偏心荷載作用下的附加彎矩影響（二階效應） ，提出了一種數值迭代的計算機方法進行全過程分析。
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