最終凝結 的英文怎麼說

中文拼音 [zuìzhōngníngjiē]
最終凝結 英文
final set
  • 最 : 副詞（表示某種屬性超過所有同類的人或事物） most; best; worst; first; very; least; above all; -est
  • 終 : Ⅰ名詞1 （最後; 末了） end; ending; finish 2 （指人死） death; end 3 （姓氏） a surname Ⅱ形容詞（...
  • 凝 : 動詞1. （凝結） congeal; curdle; coagulate 2. （注意力集中） fix
  • 結 : 結動詞（長出果實或種子） bear （fruit）; form （seed）
  • 最終 : final; ultimate最終裁定 absolute decree; 最終裁決 final ruling; 最終產品 [工業] final products; e...
  1. This paper demonstrates ultimate stress increment of unbonded tendons can be composed of approximate elastic deformation along the elements and local plastic deformation by nonlinear analysis on the unbonded partially prestressed concrete continuous structures. referring to the rule of ultimate stress increment of unbonded tendons at every load case, a regression formula of ultimate stress increment of unbonded tendons based on elastic - perfectly plastic model has been presented for engineers to calculate ultimate stresses of unbonded tendons in prestressed concrete multi - span continuous structures

    考慮在各種荷載工況作用下無粘結筋極限應力增量的變化規律，並與理想的彈塑性模型相比較，最終得出以理想彈塑性模型計算各種荷載工況作用下無粘結筋極限應力增量的回歸公式，從而為預應力混凝土多跨連續結構的無粘結筋應力設計計算提供有益的參考。
  2. Accordingly, as a military alliance created by us and the western europe countries in response to the so - called soviet - communism threat after the second world war, the atlantic alliance ( i. e. us - europe alliance ), just like the traditional alliance, will also unexceptionally lose its cohesion and eventually collapse as a result of the end of the cold war, the demise of the soviet union and the tremendous transformation of east europe countries

    從這個意義上說，大西洋聯盟（即美歐聯盟）同傳統聯盟一樣，是美歐雙方針對第二次世界大戰結束后出現的所謂「蘇聯共產主義威脅」而結成的特定軍事聯盟；冷戰結束，蘇聯解體和東歐巨變應當使得這個聯盟毫無例外地失去凝聚力並最終走向解體，這也是冷戰結束后許多現實主義者的共同預測。
  3. In this method the stress resultants of concrete in the cross section are evaluated by accurate integrating method and the resultants of structural steel and reinforcing bars are obtained using the fiber element method. the final nonlinear algebraic equations are solved using an iterative quasi - newton procedure based on the regula - falsi numerical scheme

    應用該計算機方法，截面上的混凝土內力採用精確的積分方法求得，結構鋼與鋼筋的內力則由纖維元方法計算，而最終的非線性代數方程組由分離變量的擬newton - raphson迭代方法求解。
  4. Based on the pseudo - static experimental results of nine abnormal joints, the damage process of abnormal joint is divided into four stages of original crack, entire crack, ultimate state and failure, the effect of axial force ratio, stirrup ratio and height of column section on seismic behavior of abnormal joint are discussed, the conclusion that anti - shear capacity of abnormal joint are studied in entire crack state by studying the minor core of abnormal joint is made, the calculating formula for anti - shear capacity of abnormal joint is proposed with a view to asymmetry in stirrup yield

    摘要根據9個鋼筋混凝土框架異型節點試件的擬靜力試驗結果，指出異型節點受力過程分為初裂、通裂、極限和破壞4個階段；討論了軸壓比、節點核芯配箍率、柱截面高度變化對異型節點抗剪性能的影響；提出應考慮節點核芯區箍筋屈服的不均勻性並在通裂狀態下以「小核芯」為分析單元來研究此類節點抗剪承載力的建議；最終給出了異型節點抗剪承載力的計算公式。
  5. Results of experiment show that the reason of strength decreasing of gypsum added with retarders is that the retarders reduce the supersaturation of liquid phase, and makes the crystal grain largen, and pore is followed to worsen, which lead to the strength drop to a large degree

    實驗結果分析表明：在摻加緩凝劑后石膏硬化體強度下降的原因在於緩凝劑降低了石膏的液相過飽和度，使結晶顆粒變大，使石膏的孔結構惡化，最終導致了宏觀強度大幅度下降。
  6. From cultural perspective, liu xie ' s point about stylistics originated from philological concept and congealed in a linguistic structure via progressively the links such as civilization, rhetoric, literary logic, style, poetic style, and historical style

    從文化角度看，劉勰的文體學思想起始於文觀念，中經文明、文飾、文道、文體、詩體、史體等環節，並最終凝定於語言結構。
  7. Temperature field of hollow ingot solidification is simulated by fem. to different mould, effect of heat transfer coefficient between inner sleeve and cooling medium and thickness of core refractory on final position of solidification, the highest temperature of inner sleeve against cooling medium, and shrinkage cavity and porosity are compared. in addition, change of temperature in typical position of core refractory is also compared

    對空心鋼錠凝固過程的溫度場進行了有限元分析，對不同錠型結構的芯部換熱系數、耐火材料厚度對最終凝固位置、內筒壁最高溫度及縮孔疏鬆的影響進行了對比，並討論了耐火材料典型部位的溫度隨凝固時間的變化。
  8. Abstract : temperature field of hollow ingot solidification is simulated by fem. to different mould, effect of heat transfer coefficient between inner sleeve and cooling medium and thickness of core refractory on final position of solidification, the highest temperature of inner sleeve against cooling medium, and shrinkage cavity and porosity are compared. in addition, change of temperature in typical position of core refractory is also compared

    文摘:對空心鋼錠凝固過程的溫度場進行了有限元分析，對不同錠型結構的芯部換熱系數、耐火材料厚度對最終凝固位置、內筒壁最高溫度及縮孔疏鬆的影響進行了對比，並討論了耐火材料典型部位的溫度隨凝固時間的變化。
  9. Sol - gel method is one of the novel effective methods to prepare those mesoporous materials through controlling the texture characteristics of both template and the carbon precursor

    溶膠凝膠法通過控制炭前驅體聚合物和模板物質分子網路結構同時生成，可以在一定程度上控制炭材料的最終結構，是制備中孔炭材料的新穎有效方法之一。
  10. The numerical simulation of the push - out test specimens were conducted with the ansys program, the simulation results were in good agreement with the experimental results, based on which a series of src beam specimens experimented before were also numerically simulated with the ansys program and compared with the experimental results, from these a set of methods to simulate the src structures with the ansys program, which including the establishment of the fem model, solution of the fem model, solution results analysis and so on was finally established

    ）程序對推出試驗進行了數值模擬，並與試驗結果進行了對比分析，然後對型鋼混凝土梁進行了ansys ~ （ ? ）程序有限元分析，最終形成了一套型鋼混凝土構件ansys ~ （ ? ）程序有限元分析的建模、計算和分析方法，並根據本文的粘結滑移基本性能研究提出了型鋼混凝土粘結錨固可靠度分析方法和錨固設計建議。
  11. The experiments showed that the cracking process of such restrained beams in this paper can be divided into three phases, that is, formation of the fanning zones, initialization and development of splitting cracks along longitudinal reinforcement, and accelerating development of the critical crack and / or cracks ( diagonal, flexural ). during the last two phases, it was observed that further opening of some cracks led to some

    研究結果表明，鋼筋混凝土有腹筋約束梁的裂縫開展過程大致可分為扇形區逐步形成、劈裂裂縫出現和發展、最終臨界裂縫（斜裂縫或彎曲裂縫）加速發展至破壞等階段。在後兩個階段中存在某些裂縫發展減弱同時某些裂縫迅速開展的「此消彼漲」的現象。
  12. The study results indicated that, arranged in the order of magnitude, the degrees of the effects on the cementing strengths of the two interfaces were the system, emulsion, main emulsifier, fluid loss control agent and white oil respectively ; the cementing strength would be doubled and redoubled after being cleaned by preflush, especially by the system, emulsion and fluid loss control agent ; and, along with the increase in the mix slurry ratio, the initial and final set times of slurry would be obviously lengthened and the compressive strength of bond cement would be remarkably reduced or the slurry wouldn ' t be even set

    研究表明：對兩界面膠結強度的影響由大到小依次是體系、乳狀液、主乳化劑、降濾失劑、白油；前置液清洗后，膠結強度成倍提高，尤其對體系、乳狀液和降濾失劑清洗效果最佳；隨混漿比的增大，水泥漿初凝和終凝時間明顯延長，水泥石抗壓強度明顯下降，甚至不凝。
  13. From the connotation of the religious worship, ethnic culture and aesthetic emotion of the tower base - - buddha ' s portrait making, lotus and phoenix loving to religious spirit implied in the tower, the spirit of " the harmony and unity of heaven and human " in ancient architecture and artistic charming of culture are embodied. at the same time, the deep connotation implied in buddhism, confucianism and daoism revealed, to greatly rich the treasure house of chinese ancient architecture

    從塔基?造像與蓮花、鳳鳥情結的宗教崇拜內涵和民族文化審美情結，到代表佛教多種象徵復合體的塔剎所蘊涵的宗教精神氣質，雁北四塔以其特有的科學藝術價值，不僅體現了「天人合一」的古建築精神境界，以及宗教崇拜物態化而最終以形傳意的文化藝術魅力，而且凝結了佛教理念與儒、道文化融會貫通的深刻內涵，從而極大地豐富了中國古代建築文化的寶庫。
  14. The analysis shows that, for any type of medium, the modes of ultimate explosion accidents only include condensed - phase explosion, vapor - cloud explosion, vapor explosion of boiled liquid expanding and vessel explosion with various forms

    結果表明：無論從哪種介質進行分析，最終的爆炸事故模式只有凝聚相爆炸、氣雲爆炸、沸騰液體擴展蒸氣雲爆炸及各類形式的容器爆炸。
  15. In accordance with the deformation analysis of lean - caused disaster engineering and the deformation control in rectification, analysis method of the leaning reinforced concrete frame is presented using the theory of structural engineering, numerical analysis and disaster characteristics. on the basis of the analysis method, finite element is applied to analyze the stress and deformation conditions of structure in order to obtain the rectifying displacement. appling of fuzzy math to value the ultimate bearing capacity of structural element, the author puts forward the fuzzy general evaluation method of the element, and using the theory of structural engineering also gets the rectifying load

    針對傾斜病害工程的變形分析和糾傾扶正過程結構的變形控制問題，本研究論文根據建築結構理論，採用數值分析方法，並結合病害表現特徵，提出對鋼筋混凝土框架結構傾斜病害的變形分析方法；在結構的變形分析的基礎上，運用有限元方法對結構進行數值模擬，對結構的應力狀態及變形狀況作進一步的分析，確定糾傾位移量；運用模糊數學理論，提出對鋼筋混凝土病害框架結構構件的承載能力的模糊綜合評判方法，並結合建築結構理論得出最終糾傾加載量。
  16. A huge actual constructions and tests has proved that the bonding power of the bonding surface is often too small to satisfy the actual stress, and that in the construction of the new to old concrete, the construction process is blind because there are no unified standards of the construction technology, which leads to the quality of the construction is inferior. and in the design process, the designers who can ’ t identify the strength of the bonding surface can not make an accurate, economic and proper design, which will lead to waste or engineering accident

    大量的實際工程和試驗證明，結合面的粘結力通常比較小，往往難以滿足實際結構受力的需要，而且在新舊混凝土粘結的施工過程中，施工工藝沒有統一的標準，造成施工過程的盲目性，最終導致工程質量的低劣;在設計過程中設計人員不能判斷出粘結面的強度，這就使設計人員不能準確、經濟合理的做出設計，造成浪費或埋下工程事故的隱患。
  17. Due to the fact that the study consequence about the influence of water - reducing admixture on the early - age shrinkge is scarce, this paper also broadly study influence of water - reducing admixture on the early - age shrinkge, drying shrinkage and whole shrinkge

    研究結果證明，三類減水劑都增大了混凝土的早期收縮且增幅較大高達200 - 300 ，最終總收縮增幅達80 - 90 ，遠遠超過現行規范規定的收縮比。
  18. The deformation analysis was made to a 12 storey reinforcement concrete structure, building in site condition ii, earthquake fortification level 8, by a program idarc - 2d which is put forward by the state university of new york at buffalo. the strong ground motion records obtained from pacific earthquake engineering research ( peer ) stiong ground motion database. thirty - eight waves were selected from the database by sorting the site condition and peak ground acceleration a comparison was made to the thirty - eight records " response spectra and the design response spectrum. thirteen waves were selected to the deformation analysis, el - centro wave and taft wave were added as a comparison. the result of computation shows that the selected waves damaged the structure severely than the el - centro wave and taft wave

    利用idarc - 2d對一建於8度類場地上的12層鋼筋混凝土框架結構進行了大震下的變形驗算。強震記錄取自加州國家地震中心強震數據庫，按場地類別和峰值加速度對數據進行分類處理，從中選出38條波進行反應譜的擬合。最終選定擬合較好的13條波進行本次試算，作為比較加入了常用的el - centro波和taft波。
  19. At first, ploygon aggregate structure of concrete is randomly generated in two - dimensional plane with monte carlo method on the meso - level. then, the growth process of a crack of concrete 3 - point bending beam specimen is analyzed by fem, according to the criterion of maximum circumferential tensile stress. and the path of crack to spread in mortar, aggregate and interfaces of them is gained by the ultimate fracture criteria in construction standard that the width of crack should not be more than 0. 2mm

    首先，在細觀層次上，根據蒙特卡羅隨機抽樣原理，在二維平面上建立了混凝土多邊形隨機骨料結構模型，然後採用有限元計算方法，根據最大周向正應力準則，對三點彎曲梁構件進行了開裂過程的模擬，並以建築規范中構件裂縫小於0 . 2mm的要求為最終破壞標準，得出了裂紋在基質、骨料及界面的擴展路徑。
  20. Based on a regress analysis of the results of 74 columns models from eight different tests, an empirical formula for calculating the residual shear strength of reinforced concrete bridge columns is derived. and compare the formula to them proposed by the current codes

    通過對得自8次不同試驗的74根鋼筋混凝土墩柱模型試驗結果的回歸分析，最終建議了一種考慮軸壓比影響和延性水平影響的強震動下，鋼筋混凝土橋墩殘余剪切強度的實用計算公式，並與國內外現行規范公式進行對比。
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