驟凝 的英文怎麼說

中文拼音 [zhòuníng]
驟凝 英文
flash set
  • : Ⅰ動詞(快走) (of a horse) trot Ⅱ形容詞(急速) rapid; swift Ⅲ副詞(突然; 忽然) suddenly; abruptly
  • : 動詞1. (凝結) congeal; curdle; coagulate 2. (注意力集中) fix
  1. Study on cold wave - induced temperature stresses of mass concrete

    氣溫降時大體積混土的溫度應力計算
  2. The temperature of surface concrete varies with environmental temperature, but the conductibility of inner concrete is very poor. as a result, a quick decrease of environmental temperature will lead to large temperature gradient and then tensile stress develop soon in the thick direction, which will probably occur on the entire cross - section

    土表面溫度隨外界溫度波動而波動,但內部的導溫性能很差,所以在外界溫度降時將引起很大的溫度梯度,從而在厚度方向上拉應力發展很快,這極易引起全斷面拉應力發生。
  3. 6 - phosphogluconate dehydrogenase ( 6 - pgadase, ec 1. 1. 1. 44 ) was isolated by homogenate, ammunium sulfate fractionation, deae - sepharose chromatography, blue - sepharose affinity chromatography and gel filtration with sephadex g - 200 from bacillus subtilis, and some properties of the enzyme had been studied. a 113. 8 - fold purification was obtained with a 8. 2 % yield. the purified enzyme moved as a single electrophoretic band in page

    將枯草芽孢桿菌超聲波破壁后的粗提取物進行分段鹽析、 deae - sepharose陰離子交換柱層析, blue - sepharosecl - 6b特異結合柱層析和sephadexg - 200膠過濾等純化步,得到聚丙烯酰胺膠電泳為單一蛋白區帶,比活為1 . 46u mg的酶制劑。
  4. The factors that probably leads to cracks are put forward based on the analysis, which in turn are : the deformation of surrounding rock and the deformation of concrete volume and the pelter of air temperature and thermal insulation temperature rise and the thickness of liner and cooling pipe

    通過分析得出了導致裂縫的幾種可能原因依次為:混土的圍巖變形、自生體積變形、氣溫降、絕熱溫升、襯砌厚度和冷卻水管等,為今後類似工程提供理論依據。
  5. The basic theory and step of whole process analysis of reinforced concrete beam section flexural rigidity is stated, the realization program is worked out and the academic example is analyzed. 4. based on the static - state load test result of two practical projects, the application of the reinforced concrete beam system bridge structure disease examination and structure damage evaluation method is stated, and satisfaction result is gained

    1 、綜述了當前混土橋梁結構檢測及損傷識別的各種方法體系,並簡要評價了各方法體系的應用與不足; 2 、論述了基於靜載試驗的梁分段剛度系統識別的基本原理,編制了實現程序,並進行了數值算例分析,提出基於本原理的梁橋結構損傷識別與結構評價方法體系; 3 、闡述了鋼筋混土梁截面抗彎剛度全過程分析的基本原理和方法步,編制了實現程序,並進行了相關算例分析; 4 、結合兩片工程實例梁的靜載試驗,詳述了梁橋結構損傷識別與結構評價方法的應用過程,得到了預期的效果。
  6. Purification and characterization of phytase from a. niger an 01001 a. niger an01001 was inoculated on solid media and cultivated at 30 for 5 days. proteins were extracted from solid - state fermentation with 50mm acetate buffer ( ph5. 5 ). the molecule weight of the phytase protein was determined as about 78kd by sds - page. the purification procedures include ammonium sulfate precipitation, deae - cellulose ion - exchange chromatography, gel electrophoresis and electroelution

    3 .植酸酶的分離純化及其性質研究黑麴黴ano1001經固體發酵,用緩沖液抽提后,經硫酸按沉澱, deae一纖維素離子交換層析,聚丙烯酞胺膠電泳和電洗脫等純化步獲得的植酸酶,用sds一page檢測為一條均一譜帶,其分子量約為78kd 。
  7. The first part of this thesis brings forward the normal procedure of bridge construction crack analysis, briefly makes an argument about the crack control standard at home or abroad, analyses some questions on crack, states the experiment analysis of crack controlling by using steel fibre reinforced concrete ( sfrc )

    本文上篇,提出了橋梁結構裂縫分析的一般步,簡要地評論了國內外現有裂縫控制準則;探討了裂縫的有關問題;對裂縫產生的機理進行了分析;闡述了鋼纖維混土限裂實驗研究。
  8. The computing model is optimized according to the model board trolley installation form and the concrete pouring process

    根據現場測量時模板臺車的結構安裝形式和混土澆注的施工步,反復修整完善計算模型。
  9. In this paper, the steps and frame of analysis and design is presented and the influence of column capital, drop panel, edge beam and flat beam on structural analysis is introduced

    在本文中,還給出了預應力混土板柱結構用等代框架法進行分析和設計的步和框圖,闡述了柱帽、托板、邊梁、扁梁對結構內力分析的影響。
  10. Because the design of unit structure follows the construction and control process, the operation sequence of iabs 2000 is consistent with the construction steps

    系統流程結構的規劃設計由於是面向鋼管混土拱橋的施工過程以及控制過程,保持了與實際施工控制步的一致。
  11. Combined with a concrete face rock - fill dam in process, the simulation analysis on the face slab ' s temperature field and temperature stress is processed in connection with the condition of temperature sudden drop caused by daytime temperature differences and cold wave and so on during the construction period

    摘要結合某在建的混土面板堆石壩,針對施工期日溫差及發生寒潮等氣溫降情況,進行了氣溫降條件下面板溫度場及溫度應力的全過程模擬分析。
  12. The enzyme activity in fermentation liquid could be inhibited by pmsf and dfp. the fermentation liquor also showed good dehairing activity. the alkaline protease ( named dhap, dehairing alkaline protease ) in the fermentation liquid was purified with hydrophobic interaction chromatography, ion exchange and gel filtration

    通過cm - sepharosefastflow離子交換層析, deae - sepharosefastflow離子交換層析, sephacryls - 100 , sephacryls - 200膠過濾層析,疏水層析等純化步對短小芽孢桿菌發酵液中的堿性蛋白酶進行了純化。
  13. 1 resin with bad wetness systems such as epoxy resin, polyester, alkyd, acrylic resin, use compound with the surface active agent, and the thixotropic grind materials can be acceptable. operate as following process : add paint material all kind of resin and the solvent - add the organic bentonite pre - gel, stir enough - add the pigment, stir and disperse enough - dilute

    1潤濕性比較差的環氧,聚酯,短油酸樹脂,丙烯酸樹脂等與表面活化劑合用,且觸變性研磨料科被接受的情況下,按照以下步操作:加油漆和溶劑混合加入有機預膠充分攪拌分散加入顏料充分攪拌分散稀釋。
  14. 3. according to the experimental results and the method to design road surface by using cement concrete, design theory, design method and design procedure fitting for single - skin and compound fiber - reinforced concrete road are brought forward. 4

    根據試驗結論,並依據水泥混土路面設計方法,得出了適合於單層式鋼纖維混土和復合式鋼纖維混土路面的設計理論、設計方法和步
  15. We applied single cell gel electrophoresis and cell culture technique, which constitute sing cell gel electrophoresis assay system for detecting mutagenicity to detect mutagenesis in vitro induced by animal drug quinocetone and olaquindox. and confirmed optimum lysing - time. vero cells in the period of logarithm - growth time were treated with 9. 1 ~ 273u mol / l h2o2 at 37 3h, then were lysed for lh, 2h, 3h and 4h to find optimum lysing - time

    並基於陽性致突變物h _ 2o _ 2作用於非洲綠猴腎vero細胞引起細胞dna損傷的原理,研究了其關鍵步-裂解時間,以9 . 1 273 mol l劑量的h _ 2o _ 2染毒處于對數生長期的vero細胞3h后,收獲細胞用於制備三明治膠板,分別裂解1h 、 2h 、 3h和4h並選擇最適裂解時間。
  16. At first, the experiment carried out by tianjin university has been analysed according to the " nonlinear balance trying calculation " method, and the values of yield load and ultimate load agree with the test result better, and the curve of bending moment - curvature, bending moment - deflection can agree with the results. the second, the simplified formula for evaluation the ultimate flexural capacity of cfrp strengthened rc members is presented according to the three probable failure modes ( compression failure ; cfrp rupture ; crushing of the concrete in compression before yielding of the reinforcing steel ). it is applicable to both singly and doubly reinforced rectangular sections, as well as flanged sections

    首先利用鋼筋混土非線性平衡試演算法對天津大學試驗進行了理論分析,所得分析值與試驗結果相比,加固梁的屈服荷載、極限荷載能夠很好地吻合,彎矩曲率關系曲線及彎矩撓度關系曲線較為吻合;其次,為了滿足實際工程的需要,根據碳纖維布加固構件可能發生的三種破壞形態(壓區混土壓碎破壞、碳纖維布拉斷破壞以及受拉鋼筋尚未屈服時壓區混土已壓碎破壞) ,區別三種鋼筋混土構件截面形式(單筋矩形截面、雙筋矩形截面、 t形截面) ,分別給出了碳纖維布加固混土構件抗彎承載力的簡化計算公式和適用條件,並進一步探討了這三種截面形式下進行加固設計和復核的步
  17. The peptides were extracted, and analyzed using an improved tricine sodium dodecyl sulfate polyacrylamide gel electrophoresis ( tricine - sds - page ) method

    方法通過針刺感染大腸桿菌誘導家蠅各蟲態產生抗菌肽,再經研磨、離心等步提取這些抗菌肽,用改進的聚丙烯酰胺膠電泳使其分離。
  18. Secondly, the dissertation summarizes the fundamental principle of finite element analysis on conduit subway, introduces the main calculation formula for finite element analysis, and then it develops reinforced concrete finite element calculation computer program which includes quadrilateral 8 nodes isoparametric element and one - dimensional 3 nodes isoparametric element

    2 、闡述了地下埋管有限元分析的原理、方法和步,給出了有限元分析的主要計算公式,並編制了包含四邊形8結點等參單元和一維3結點等參單元的鋼筋混土管道有限元計算程序。
  19. By testing study gains the method and process of the mix proportion of the fiber - reinforced concrete to apply road surface

    結合工程實踐,得出了適合於路面工程應用的纖維混土配合比的設計方法及步
  20. In this paper, basted on the sum - up and investigation of simulation calculation of long - span bridge construction in nation and international, the detailed approach of imitated calculation of long - span cfst arch bridge is given out, and the reason why the general backward analysis is not suitable for the application of the rib - hoisting of cfst arch bridge is analyzed. and an applied method for forward analysis based on iterative theory is put forward

    本論文通過對國內外橋梁施工模擬計算成果的總結和研究,給出了大跨度鋼管混土拱橋模擬計算的具體步,分析了一般的倒退模擬計算方法不適合應用於鋼管混土拱橋吊裝的原因,並為此提出了基於迭代理論的前進分析實用方法。
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