結構敏感的 的英文怎麼說

中文拼音 [jiēgòumǐngǎnde]
結構敏感的 英文
structure se itive
  • : 結動詞(長出果實或種子) bear (fruit); form (seed)
  • : Ⅰ動詞1 (構造; 組合) construct; form; compose 2 (結成) fabricate; make up 3 (建造; 架屋) bui...
  • : Ⅰ形容詞(靈敏;敏捷) quick; agile; smart; nimble Ⅱ名詞(姓氏) a surname
  • : Ⅰ動詞1 (覺得) feel; sense 2 (懷有謝意) be grateful; be obliged; appreciate 3 (感動) move; t...
  • : 4次方是 The fourth power of 2 is direction
  • 結構 : 1 (各組成部分的搭配形式) structure; composition; construction; formation; constitution; fabric;...
  • 敏感 : sensitive; susceptible; tactful
  1. Two other effects are transient phenomenon called single event upset ( seu ) and single event latchup ( sel ). in this paper, some means to harden the devices against these phenomena are used. guard banding around nmos and pmos transistors greatly reduces the susceptibility of cmos circuits to lachup

    在本文設計中,採用雙環保護,大大降低了cmos集成電路對單粒子閂鎖效應性;對nmos管採用環型柵代替傳統雙邊器件,消除了輻射生邊緣寄生晶體管漏電效應;採用附加晶體管冗餘鎖存,減輕了單粒子翻轉效應影響。
  2. Choose two nodes on the edge of the structural to compare the results calculating by the finite element program midas, then we can draw a conclusion that these kinds of space truss systems is sensitive to the libration of the dynamic wind loads. to consider this factor is very necessary in the process of design, we will use the pulsant augmentation coefficient to realize it

    比較靜力風荷載和動力風荷載作用下有限元軟體計算果,選取邊緣部分兩個節點,對比它們在兩種方法計算下最大位移計算果。經過比較可以看出重量輕、頻率低、阻尼小柔性建築物對風荷載橫向振動是很,在進行工程設計時應該考慮這種因素,並可採用乘以風振系數等相應方法來加以體現。
  3. Especially in difficult urban areas or ecology-sensitive sites, segmental structures have proven to be a valuable asset.

    尤其是在施工困難城區,或生態工地,分段式已經被證明是一種很有價值技術。
  4. The soi is of crystal quality and the box is uniform in thickness, with the interfaces of si / sioa / si smooth and sharp. we have systematically studied the dependence of the formed soi structure on the process parameters, such as ion energy, implantation dosage, substrate temperature, as well as the annealing temperature. with xtem, sims, srp, rbs, ir, raman, aes, xps and other characterization tools, it was found that a dose window at fixed energy for water plasma ion implantation to form high quality soi structure similar to the conventional simox process exists

    本論文還系統地研究了不同注入劑量、注入能量、注入時基底溫度以及退火溫度對所形成soi性能影響,藉助xtem 、 sims 、 srp 、 rbs 、 ie 、 raman 、 aes 、 xps等測試分析手段,我們發現,與傳統注氧隔離( simox )技術類似,存在著「劑量窗口」形成優質soi材料,但在水等離子體離子注入方式中soi材料質量對劑量變化更為,隨著注入劑量增大, soi材料埋層厚度增大而表層硅厚度減小。
  5. Recent years, the using of piezoelectric sensors becomes a focus in novel biosensors research. the basic principle is that the characters of its oscillation are highly responded with the changes of the surface mass adsorption, or the physic characters in the reaction system including density, viscosity, conductivity and so on. a piezoelectric biosensor with a nanogram sensitivity could be constructed through a reasonable biological processing and structure designing to the piezoelectric quartz crystal

    近年來,壓電傳器檢測技術逐漸成為生物分析中研究熱點,其基本原理是利用石英晶體振蕩特性對石英晶體表面質量負載(質量效應)和反應體系物理性狀如密度、粘度、電導率(非質量效應)等改變具有高度特性,通過對石英晶體進行適當生物學處理和設計,建出具有具有ng級檢測能力生物傳器。
  6. The choice dam type is especial importance, during the designed research of the rock - fill dam, particular under the rock - fill dam with very deeply cover layer, the stress and strain of the middle wall and cutting interpenetration wall of the dam foundation is mostly sensitive, whether the. design of dam is scientific and reasonable, it is very important for cutting interpenetration and stability of the dam, the article offer the reference for the design of cutting interpenetration in the foundation with deep cover with earth the water conservancy in xiaban zone, based on the study and analysis the design of cutting seep in the foundation with deep cover with earth, cutting interpenetration concrete wall and the joining model of cutting interpenetration material in body of dam and the applying effect in the practical worko based on the foundation which absorbed and summarize the achievement of design and research in the inter and outer country, for the project of the clay vertical middle wall and vertical cutting interpenetration, the asphalt concrete vertical middle wall and vertical cutting interpenetration the clay inclined middle wall and the lever carpet layer cutting interpenetration, respectively in terms of the different stage of complete period sluice period and working condition, adopting nonlinear calculate and analysis with the finite element method ; carrying the analysis and study with the 3d finite element method as to the different joining model of the left bank high slope cutting interpenetration body and the foundation concert cutting interpenetration wall ; carrying the analysis and study with the 3d finite element method as to the effect of the wall stress and strain because of the different elasticity modulus of the concert cutting interpenetration wall through the analysis and study with the different project. have comparatively all - around comprehended the various model dam, particular the distribute rule of stress and strain of the cutting interpenetration system, provide for the important evidence of the plastic area size the join model of the foundation cutting interpenetrate wall and dam body cutting interpenetrate system the choice of the dam model and the design of the structure of the dam body, the result of research and advice have very importance value in design and building for the similarity project

    工程設計中,壩型選取顯得尤為重要,特別對于壩基有深厚覆蓋層堆石壩,心墻和壩基防滲墻應力和變形是壩體、壩基最部位,設計方案是否安全、科學和合理,對大壩防滲和穩定起到至觀重要作用。本文研究分析了國內外深厚覆蓋層基礎防滲設計、壩基混凝土防滲墻與壩體防滲體銜接形式及工程實際應用效果,為下坂地水利樞紐工程深厚覆蓋層基礎防滲設計方案選擇提供了參考;在吸收和歸納了國內外堆石壩設計研究成果基礎上,對粘土心墻和壩基垂直防滲方案、瀝青混凝土心墻和壩基垂直防滲方案以及粘土斜心墻和壩基水平鋪蓋防滲方案,分別按竣工期和蓄水運行期不同工作情況進行了有限元非線性計算分析;對左岸高陡邊坡大壩防滲體與基礎混凝土防滲墻不同合型式進行了三維有限元靜力計算分析和研究;對混凝土防滲墻不同彈性模量對墻體應力和變位影響進行了三維有限元靜力計算分析和研究。通過對不同方案計算分析和研究,比較全面了解了各方案壩體,尤其是防滲體應力和變形分佈規律,為壩型選擇、壩體設計、基礎防滲墻與壩體防滲體合型式以及塑性區大小確定提供了重要依據。
  7. The pixel size of p + / n - well / p - sub structure is 100 umx 100 n m, fill factor is 77. 6 %. it can obtain target information with illuminance intensity in the range of 0. 011x ~ 98, 0001x, and the sensor photoelectric sensitivity is 35v / lx ? s. when the method of changeable reset frequency double scanning is used, the photoelectric dynamic range can be 139. 8db, which is high in the 0. 6 um level cmos image sensors already reported

    在對光單元進行器件物理優化研究中,通過採用深深光電管,提高了傳光響應,其中p m階」襯底器面積為100umx100urn ,光面積百分比為77石,可對0刀98 , 000lx照度目標信號進行傳光靈度大於3sv ix ? s ,採用了變頻兩次掃描后,動態范圍可達139
  8. The research is being dedicated to developing for that new cephalosporin drugs with high antibacterial activities against gram - positive ( g ( superscript + ) ), especially against methicillin - resistant staphylococcus aureus ( mrsa ), and prodrugs with improving pharmaceutical properties

    目前頭孢菌素類藥物研究熱點在於尋找對耐藥革蘭氏陽性致病菌,尤其是對耐甲氧西林金葡萄球菌( mrsa )頭孢烯酸類化合物及對高活性化合物進行修飾,改善其藥學性質。
  9. The main contents and results are listed as follows : with the help of opfcad software, anti - reflective and protective films of sio2 and sio2 / si are designed on the sapphire substrate and analysis of structure sensitive factor and variation are done

    主要研究成果如下:利用opfcad軟體在藍寶石襯底上設計了sio _ 2 、 sio _ 2 si等增透保護膜系,並對所設計膜系進行了因子( n , d )及偏差分析。
  10. Focus - sensitive constructions and the interpretation of focus

    對焦點及焦點語義解釋上
  11. The resonant characteristics are analyzed using elastic mechanics theory. using fea method, the model of the resonant component is built up and the effects of different beam materials and chip structures on the performance of the chip are studied

    從彈性力學角度對傳特性進行了理論分析;並用有限元方法,建立計算機模型,分析了不同材料、對梁振動和特性影響。
  12. The sensitivity indices at different growth stages of the two models differ significantly, which indicates that the time of occurrence of water deficit has a great influence on the reduction of the yield of spring wheat an maize

    這一果可能是由於minhas模型自變量採用b _ 0和_ i雙重冪指數數學,而能夠較好反映乾旱區作物對水分特性。
  13. These roof structures are generally in high turbulent regions, then wind loads become important to these structures. however, wind - induced response for most of roof structures has not been considered in the present load code of building structures because of the complexity of the structures and wind loads. so the investigation for characteristics of wind load of large span roofing becomes a critical subject

    這類屋蓋或看臺挑蓬通常具有質量輕、柔性大、阻尼小、自振頻率低等特點,且往往比較低矮,處于大氣邊界層中風速變化大、湍流度高近地區域,對風荷載十分,風荷載往往是此類設計主要控制荷載。
  14. Mapping rheogram and analyzing thixotropy of fresh cement paste with different superplasticizers by measuring the rheologic parameters such as shearing stress 、 yield stress and plastic viscosity. using multi - channel isothermal calorimeter together with non - contacting electrical resistivity device, traditional hydration heat testingl and electrical resistivity testing were connected. using temperature - sensitive of traditional hydration heat model and structure - sensitive of structure formation model, instantaneous formation condition of paste structure was described exactly

    `採用多通道等溫量熱儀以及無電極電阻率測定儀,將傳統水化熱測試與電阻率測試合起來,運用水化熱性與形成性,更加真實地描述了水泥漿體初始瞬時形成狀態;系統全面地研究了高效減水劑對水泥水化過程調控作用;運用微觀測試方法,深入探討了高效減水劑對水泥水化過程影響。
  15. Under different conditions, for example, with variable additional resists or system parameters, the system applies the variable structure controller to adjust the speed system with train. the results of simulation show the variable structure control can achieve a fast response, high stability under parametric variations and disturbances, with no overshoot. additionally, it has stability for the adjustment speed of atcs and provides the comfortable speed, for the travelers, and improves the system performance

    採用變理論分析在不同情況下,如附加阻力變化,系統參數變化等,模擬滑模變控制器控制列車自動調速控制系統,模擬果表明,滑模變控制列車自動調速控制系統能實現速度響應快、無超調,系統對參數攝動和外部干擾不,實現列車自動控制系統速度調節穩定性,保證旅客舒適,改善了系統性能。
  16. They should not send e - mails to customers with embedded hyperlinks to the transactional websites they should inform customers directly that they and their agents business partners will never send e - mails with embedded hyperlinks to transactional websites to their customers or ask for sensitive account and personal information via e - mails

    認可機應直接通知客戶,說明認可機本身或其代理或業務伴絕不會發出附有超連連接至交易性銀行網站電郵或經電郵要求客戶提供戶口及個人資料
  17. Through the theoretical calculation and parameter analysis and compared the result with general composite beam, the results show that the section stress redistributed by the effects of concrete shrinkage and creep and tensile stress by difference temperature will be greatly reduced. the forcing characteristic of this

    通過理論計算和有限元參數分析,與常規組合進行對比,驗證了預應力波形腹板組合具有大大減小徐變引起應力重分佈及溫差和收縮效應在混凝土板產生拉應力值、對加載齡期和持荷齡期不特點,受力性能非常優越。
  18. Why power quality questions are attracting attention increasingly has three chief reasons : the electricity load structure occurs the great change in the modern power system ; very sensitive to power quality control equipment and the electronic installation service based on the computer system of large numbers have been used ; in the power market under the operating mechanism, power is as the commodity, and users certainly puts forward the more and more higher requirement to the commodity quality

    電能質量問題之所以日益受到重視主要有三個原因:現代電力系統中電負荷發生了重大變化,諧波源種類和數量增加;大量對電能質量非常基於計算機系統控制設備和電子裝置投入使用;在電力市場運行機制下,電能作為商品,用戶必然對商品質量提出越來越高要求。
  19. Normally, we search the frame synchronization through computing the peak of self - correlation. because of frequency offset, the peak of self - correlation maybe vanishes. first, this thesis presents a solution trough compute the peak of auto - correlation basing on the standard 802

    針對傳統相關檢測對載波頻偏偏差問題,根據802 . 11a傳輸特點,這兒提出了共軛互相關檢測幀同步演算法,從而消除載波頻偏對幀同步相關檢測影響。
  20. L. the paper studies the theory to detect damage of bridges, and compares many sensitive parameters to detect bridge damage through correlative literature all over the world, finally concludes it suitable that bridge damage is detected by strain mode parameters. the strain mode parameters satisfy four foundstiona. l conditions as follows : ? hey are sensitive to sectional damage and they are monotone function of structure damage. @ they have determinate location coordinate

    論文通過對國內外橋梁損傷檢測方面文獻資料研究,探討了識別橋梁損傷基本理論,比較了多種損傷參數識別橋梁損傷優缺點,最後確定用應變模態參數識別橋梁損傷較為合適,應變模態是對損傷參數,滿足四個基本條件:對局部損傷,且為損傷單調函數;具有明確位置坐標;在損傷位置,應變模態差曲線出現明顯峰值變化;在非損傷位置,應變模態差曲線變化幅度小於預先設定閾值。
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