壓柱 的英文怎麼說

中文拼音 [yāzhù]
壓柱 英文
compression leg
  • 壓 : 壓構詞成分。
  1. Studies on community structure of ciliates from activated sludge in yanerwan sewage plant in spring

    採用常壓柱層析及薄層層析從大花翠雀
  2. A design method of symmetrical reinforcement members subjected to small eccentric compression by secant method

    矩形截面對稱配筋偏壓柱由軸壓承載力控制配筋時的鑒別條件
  3. The paper analyses the stress and relative motion of piston / cylinder and swash plate / slipper matching pairs in water hydraulic pisto n pump, based on which the proper experimental research method is determined

    對水壓柱塞泵柱塞、滑靴摩擦副的受力和相對運動形式進行了分析，確定了摩擦副合理的試驗研究方法。
  4. So, the bond stress and slip of src eccentric loading columns must be accurately measured and studied further

    因此有必要通過準確量測構件內部的粘結應力和滑移，進一步對偏壓柱的粘結滑移性能進行研究。
  5. According to the force balance equations, the values and distributions of bond stress between steel shape flange and concrete in eccentric loading columns were established by statistically regression with experiment data. and the influence of the factors such as relative eccentricity e0 / h, the slenderness ratio l0 / h on the bond - slip properties was analyzed

    利用力的平衡方程，通過對試驗數據統計回歸，得到了偏壓柱型鋼兩側翼緣與混凝土的粘結應力的大小及分佈規律，並分析了偏壓柱長細比、偏心距對其的影響。
  6. The numerical solution of finite element for bending - compression column with different tension - compression modulus

    拉壓不同模量彎壓柱的有限元數值解
  7. The bearing capacity and ductility of eccentrically loaded columns strengthened with cfrp have been researched, based on the test of 9 rc columns

    本文通過9根鋼筋混凝土柱的試驗研究，研究了cfrp加固偏壓柱后對其承載力和延性的影響。
  8. A load - displacement full - process analyzing program of cfrp - confined rc eccentrically loaded columns is given. the computed results of load - displacement coincide with test results

    編制荷載-撓度全過程計算程序對碳纖維布約束偏壓柱進行數值分析，程序計算曲線與試驗曲線吻合良好。
  9. It restricts the development and application of this technology that a concrete column is strengthened with cfrp. so it is very necessary that the bearing performance of eccentrically loaded column wrapped cfrp is researched

    其限制了cfrp加固混凝土柱技術的推廣和應用，有必要對cfrp加固混凝土偏壓柱的受力性能進行研究。
  10. Based on plane section assumption, this paper presents the methods of calculating the ultimate strength of the columns strengthened with cfrp, and makes a simplification of the methods. a fortran program on nonlinear method is presented to numerically analyze the characteristics of large eccentrically loaded columns strengthened by longitudinal straps of cfrp, calculating results compare well with experimental data

    本文在平截面假定的基礎上分別推導了碳纖維布縱向粘貼大偏心受壓柱的正截面承載力校核和截面加固基本計算公式，並對公式進行了相應的簡化；運用fortran語言編制相應程序對縱向粘貼碳纖維布大偏壓柱進行了數值分析，本文公式計算結果和程序計算結果均與試驗結果吻合良好。
  11. The experimental result has shown that the ultimate bearing capacity and ductility of eccentrically loaded columns have a certain increase when they are strengthened with transverse cfrp. in addition, the excessive eccentrically loaded columns have a more notable effect as a result of strengthening with the combination of longitudinal and transverse cfrp. the increasing degree of strengthening columns ’ bearing capacity reduces while the volume of cfrp increases

    試驗結果表明，碳纖維布橫向加固偏壓柱時，其承載力和延性均有一定程度的提高;對于大偏心受壓柱，縱橫向聯合粘貼碳纖維布的加固效果非常明顯;隨著cfrp加固層數的增加，構件承載力的提高幅度減小。
  12. The autonomous underwater vehicle which carries liquid oxidizer and liquid incendiary agent and uses the outside seawater as coolant request the oxidizer 、 incendiary agent and coolant can supply the power system according to accurate proportion and reasonable flow on any condition. the system should have small volume and light weight and should be easily realized. the system and control mode introduced in this article can fit these requirements well

    控制或降低液壓系統油液的污染度和提高液壓元件的污染耐受能力是確保液壓系統可靠工作的兩個重要方面，本文分析了液壓柱塞泵所在系統油液污染特性一定時影響泵污染耐受能力的諸多因素，指出了在結構形式確定的條件下設計高污染耐受度液壓柱塞泵所要求的摩擦副材料與主要表面工藝
  13. Bearing capacity experiment research on reinforced concrete column member in axis compression corroded in seawater

    海水侵蝕下鋼筋混凝土軸心受壓柱承載力試驗研究
  14. 20 src eccentric loading specimens were designed taking the relative eccentricity e0 / h the slendemess ratio 10 / h as the factors. according to the mechanical behavior of eccentric loading columns, unidirectional embedded electronic steel - concrete slip transfers and double - directional embedded electronic steel - concrete slip transfers were respectively placed inside these 20 specimens and electronic strain gauges were also installed on the steel shape flanges webs and concrete. the change of the mechanical behavior and interior slip of the 20 specimens in the whole process of loading was fully observed

    設計了以長細比、偏心距為主要參數的20個偏壓柱試件，根據偏壓柱的受力特性，在試件中分別放置了單向內置式鋼?混凝土電子滑移傳感器和雙向內置式鋼?混凝土電子滑移傳感器，並分別在型鋼翼緣、腹板和混凝土上布置了電子應變片，對試驗柱在受荷全過程的受力性能、和內部滑移的變化進行了細致的觀察。
  15. In this paper, by way of example of the elevated pile cap construction of sanmenjiang bridge in liuzhou city, the design and construction of the column steel boxed cofferdam of tensile and compressive type are introduced with particular details given to its design scheme, working principles, construction technology and construction key points, and the matters of attention in the construction with the cofferdam are expatiated as well

    以柳州市三門江大橋高樁承臺施工為例，介紹拉壓柱式鋼吊箱圍堰的設計與施工，重點介紹鋼吊箱圍堰的設計方案、工作原理、施工工藝及施工要點等技術細節，同時對鋼吊箱圍堰施工中的注意事項進行了闡述。
  16. Contrastive analysis on deformations of internally pressured static and rotationing cylinder shells irradiated by laser

    激光輻照下靜止及旋轉充壓柱殼結構變形的對比分析
  17. 4. based on the theory - character parameter, this paper presents the theory equation for stress - stain complete curves of the rpc filled steel tube, it is founded that computed curves are in good agreement with the tested one, and it can be applied for the all course analysis of the rpc filled steel tube

    4 、基於上述圓鋼管rpc軸壓柱的理論特徵參數，推導建立了圓鋼管rpc軸壓柱應力應變全曲線理論方程，該方程理論曲線與試驗曲線相當吻合，可用於圓鋼管rpc構件的全過程分析。
  18. After the comparison of the stability checking computations and the section categorised situation both at home and abroad the current standard, some problems was discussed in the standard of our country. contraposed these questions, the paper computed the space stability coefficient of some general t - shaped and l - shaped sections and all the sections of t - shaped, l - shaped and 2 - angle iron t - shaped in the formed - steel - table, and worked out the curves. according to the comparison of the curves the paper got and the curve in the standard, some simple conclusions was put

    對國內外現行規范軸壓柱穩定驗算方法及柱子曲線截面分類情況進行了對比，討論了我國規范曲線中存在的一些問題，並針對這些問題，以規范初始彎曲值對任意「 t 」形和「 l 」形截面和型鋼表中所有t型鋼、 l型鋼、雙角鋼t形鋼截面的空間穩定系數進行了計算，作出其與規范曲線的比較圖，通過計算結果的分析對各類截面歸類情況作了簡單的評述，其中提出的一些建議可以作為規范修訂的參考依據；同時，這些計算結果也進一步證明了本文的柱子空間穩定分析方法的正確性。
  19. Based on the reasonable model of bond - slip, theoretical calculating about slip and slip strain was done. and then the influence of it between steel shape flange and concrete on stiffness deflection of eccentric loading columns was conducted and a simple calculating formula about stiffness of eccentric loading columns was built

    在建立合理的粘結滑移模型的基礎上，對型鋼與混凝土的滑移，及滑移應變進行了理西安建築科技大學博士學位論文論計算，並進一步推導出型鋼與混凝土的滑移效應對偏壓柱剛度、變形的影響程度，建立了簡化的偏壓柱剛度計算公式。
  20. By conducting the degree of influence of slip strain on average strain of a member section, some parameters of corrected even section were accurately calculated, which made the corrected even section more reasonable. and then a calculating model of bearing capacity for eccentric loading columns was proposed by using limit balance equations

    通過推導滑移應變對構件截面平均應變的影響，準確確定出修正平截面中的一些參數，使修正平截面更趨合理性，再利用極限平衡方程，建立了src偏壓柱受壓承載力計算模型。
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