板面不均勻 的英文怎麼說

中文拼音 [bǎnmiànjūnyún]
板面不均勻 英文
show-through
  • : Ⅰ名詞1 (片狀硬物體) board; plank; plate 2 (專指店鋪的門板) shutter 3 [音樂] (打拍子的樂器) ...
  • : Ⅰ名詞1 (頭的前部; 臉) face 2 (物體的表面) surface; top 3 (外露的一層或正面) outside; the ri...
  • : 名詞[書面語] (剁物所用的木墩) a block of wood
  • : Ⅰ形容詞(均勻) equal; even Ⅱ副詞(都; 全) without exception; all
  • : Ⅰ形容詞(均勻) even Ⅱ動詞1. (使均勻) even up; divide evenly 2. (分出一部分) spare
  1. Firstly, simulate flow field of rear smoke channel, plot velocity magnitude and ash concentration distribution in section of entry of heat pipe air preheater, compare with data which were measured in guiyang power station, verify simulation to be reasonable and right. secondly, simulate all kinds of factors which affect flow field ' s uniformity such as length, thickness, location of diffluent board, ash concentration, ash diameter, and so on, find the chiefly factors. thirdly, install guide board in curve channel in rear smoke channel, then simulate its " flow field, plot velocity magnitude and ash concentration distribution

    在此基礎上模擬在冬夏兩季同情況下,同流速對熱管空氣預熱器壁溫度的影響;然後對影響整個流場分佈的各種因素:包括分流長度、厚度、偏離中心流道位置的偏離度、飛灰濃度、飛灰粒徑等因素進行數值模擬;最後提出在分流煙道轉彎處加裝導流,並模擬加裝導流后的流場分佈,得到下級空氣預熱器出口、熱管空氣預熱器進口處的斷速度場分佈、濃度場分佈,以論證加裝導流能達到流場化的作用。
  2. Abstract : the distribution of cooling air which is in the grille - brick of the inner combustion hot air stove has been simulated with three dimension turbulent mathematical model so as to find a method which is used to improve the distribution of cooling air in hot air stove. the influence of differential horizontal plates on the distribution of cooling air is discussed. the results show that original big circle round field of flow in the pillar - cavity is changed into full one - way field of flow and edges gas flow, at the same time, is increased by horizontal plates. there is a different function with horizontal plates and vertical plates. to make the uniform distribution of cooling air in the hot air stove, it is necessary that horizontal plates and vertical plates are used in a combined way

    文摘:應用紊流三維數學模型模擬內燃式熱風爐內冷風在格子磚柱中的分佈,尋求改善其分佈的途徑.討論了加設同布置的水平導流對氣流分佈的影響.模擬結果表明,在支柱空腔內加設水平導流改變了原有大迴旋流場,使迴旋流變成大積的單向流.通過在支柱空腔內加設水平導流可以發展邊緣氣流,這恰好與加設豎直導流的作用相反,水平導流和豎直導流的結合使用有望實現冷風在格子磚柱中的分佈
  3. The main results and academic contributions of the dissertation can be summarized as following : 1 ) for the difficulty to obtain the accurate analytical solution of the stress constraints around 3d cracks, detailed 3d fe analyses have been conducted to study the out - of - plane constraint factor tz around a straight through - thickness crack, a quarter - elliptical corner crack and a semi - elliptical crack embedded in an isotropic elastic plate subjected to uniform remote tension loading. the distributions of tz are minutely studied in the forward section of the cracks. strong 3d zones ( tz > 0 ) along the crack front were investigated despite the far field stress - free boundary conditions

    全文主要研究內容和學術貢獻如下: 1 .針對一般三維裂紋端部場應力約束準確解析的困難,對拉伸載荷作用下各向同性彈性中穿透厚度中心直裂紋、半橢圓表裂紋和1 / 4橢圓角裂紋進行了大量詳細的全場應力三維有限元分析,首次全分析了非穿透裂紋端部場三維影響區范圍,給出了同形狀三維裂紋前沿離應力約束因子tz的數值解,並結合k場平解給出了非穿透裂紋端部應力場k - tz雙參數描述。
  4. A drive method of unequalized clock counter in panel display which uses no dissimilarity @ subclass to achieve precision unequalized clock counter correction based on functions approximation theory is proposed. the new method is acquired based on the particular analysis results of the display drive design projects which adopted counter drive method in which the balance between the display image quality and the cost of drive circuit is given. finally, synthesis comparison examples are given

    針對目前以該方法為基礎普遍採用的同技術方案進行詳盡的分析,根據分析的結果闡明了其在圖像顯示質量和驅動代價方的優缺點,在此基礎上基於函數逼近理論提出了一種平顯示器計數器非時鐘驅動方法,該方法在計數器時鐘上採用非相異子集完成高精度的非時鐘計數器校正。
  5. With the action of the water pressure, the non - homogeneous deformation will emerge at the peripheral joint between the faceplate and the toe slab. under the circumstances of the high steep bank slope, the non - homogeneous deformation can damage the water seal and cause serious leakage

    在高陡岸坡的情況下,堆石壩受水壓力的作用,周邊縫處的與趾間要產生一定的變形,甚至使止水破壞,造成嚴重滲漏。
  6. The crusher of our company will fix toothed segment, is bevel, campaign toothed segment is regular surface, when crusher works, campaign toothed segment does not produce, promote the force of stone material upward, so when solving conventional crusher work the problem that falls out on stone material, therefore the crusher of our production of company has the stone material broken rate that is strong character of service high, stone material breakage is even, machinery has continuously, avoids since stone falls out on material, and additional manpower labor raises daily out put, ensure safety first a series of characteristic

    我公司研製的破碎機,將固定齒定為傾斜,活動齒定為長垂直,在破碎機工作時,活動齒產生向上推動石料的力,從而解決常規破碎機工作時石料上翻的問題,因此,我公司研製生產的破碎機有「石料破碎率高,石料破碎,機械連續工作性能強,避免因石料上翻而附加入力勞動,提高日產量,確保安全生產」等一系列特點。
  7. In order to overcome the scarcity of tensility, toughness and durability of layer steel fiber reinforced concrete ( lsfrc ), layer - hybrid - fibers - reinforced - concrete ( lhfrc ) is offered. much less steel fibers are evenly distributed on the surface and the bottom about 10mm of the pavement slabs, the middle body of which is composed of polypropylene fiber concrete

    為了解決層布式鋼纖維混凝土所存在的延性、韌性、耐久性足,我們提出了層布式混雜纖維混凝土路,它是將一定體積率的鋼纖維撒佈於路距上下表大約10mm的層內,其中間部分為聚丙烯纖維混凝土。
  8. Based on comparison of several technical schemes, the method of sand bedding pre - elevating and step water - filling pre - compressing is adopted. so the dissertation is consist of two parts : ( 1 ) the applicability study for the method of sand bedding pre - elevating and step water - filling pre - compressing, including numerical analyses for the thickness of sand bedding, the consolidation, settlement and stability of foundation, drainage, possibility of foundation liquefaction under seismic loading, et al. ( 2 ) monitoring at construction stage and checking the effect of foundation treatment, including the measurements of the settlement velocity and non - uniform settlement of ring beam under the tank, pore pressures and horizontal displacements in foundation, the pressure distribution at the bottom of oil tank and the strength increase of soils

    通過多種技術方案比較,最終選擇了技術先進的砂墊層預抬高分級充水預壓法,論文工作主要由以下兩部分組成: ( 1 )砂墊層預抬高分級充水預壓法的適用性研究,其中包括砂墊層厚度、地基沉降與固結度、地基穩定性、降水、地震作用下砂土液化的可能性等方的計算分析; ( 2 )施工監測與地基處理效果檢驗,其中包括油罐環梁基礎沉降速率與沉降程度、各分級充水加載階段地基超靜孔壓與深層水平位移、油罐底壓力分佈及地基土強度增長等方的實測與數據分析。
  9. Through the observation on jiaozuo - gongyi yellow river bridge project in he nan province and by using the settlement data obtained in the project, the rules of uneven settlement in soft clay base there were studied in this paper

    本文通過對河南境內焦作至鞏義黃河大橋連接線工程軟土地基兩年多的現場沉降觀測,使用各個斷同位置的沉降沉降數據,研究了軟土地基沉降規律。
  10. Abstract : this article introduces a new sieve covering. it features as follow ; slot wit h standardized dimension ; smoth surface ; low sliding resistance ; little risk of clogging ; fabricate and raplace singly ; high wear & erosive resistance. and research on how to adjust sieve parameters to separate the mixture that diffcult to filter

    文摘:分析專利技術生產的新型網具有縫隙,表光潔,摩擦阻力小,堵料,裝拆方便,使用壽命長,耐腐蝕等優點,並對過濾中如何調整網參數滿足難過濾物料的要求進行了研究。
  11. Because the intervals of two side girders are relatively large in the structure of the floor, it is not even and some and out of shape that its bridge of panels must be produced at the same time horizontally and crookedly and vertically except deforming wholly, level analyse can receive the satisfied result already at this moment, is it is it accord with floor structure real work state, girder of cable - stay bridge just to analyse with whole out of shape relevant non - linear space of function while being out of shape while being above - mentioned to consider only, but about this research rarely seen to report bridge worker is it understand their receive strength characteristic in an all - round way to need badly publicly

    由於肋結構中兩個邊主梁的間距較大,其橋除整體受力變形外必然同時產生橫向彎曲和縱向局部變形,此時平分析已能得到滿意的結果,只有考慮上述變形與整體變形相關作用的非線性空間分析才符合肋結構主梁斜拉橋的實際工作狀況,但有關這方的研究鮮見公開報道,橋梁工作者急需全了解其受力特性。
  12. From above analysis, the thesis gets conclusions as following : ( 1 ) the frequencies of multi - tower building are so dense and the coupling in each mode is so evident that the cqc method instead of srss should be used to calculate the seismic action effect ; ( 2 ) torsion effects is distinct between the modes of asymmetry multi - tower structure and it is necessary to take translation - torsion coupling into account ; ( 3 ) the effect of the enlarged base rigid on the seismic properties is very big, the rigid ratio of the enlarged base to towers in asymmetry multi - tower structure should be designed in a proper range ; ( 4 ) the distribution of plane rigid is asymmetry because of the asymmetry layout of towers. the torsion effects of structure not only result in large torsion internal force in vertical element resisting lateral displacement, but also make large influences on the stress of transfer plate and near floors, thus it is necessary to strengthen those floors

    通過上述分析,得出以下主要結論:多塔樓結構存在頻率密集現象,各振型間耦聯效應明顯,地震作用計算應採用cqc組合原則而能簡單地採用srss組合原則;非對稱多塔結構的振型中,扭轉作用明顯,平扭耦聯效應值得考慮;裙樓剛度對整體結構的抗震性能影響很大,非對稱多塔結構宜控制裙樓與塔樓剛度比在適宜的范圍;非對稱多塔易導致平剛度分佈,結構扭轉效應僅在豎向抗側構件中引起較大的扭轉內力,對轉換層樓應力有較大的影響,且延續至相鄰樓層,對相應樓層應採取相應的加強措施。
  13. After comparing between the finite - element analysis and experimental results, the author verified the fem. then according to the chinese code, the nonlinear finite model of the beam - to - column is established which are made of different size components. the responses of beam - to - column web moment connections which are made of different size components are compared and analyzed from three facets, and the conclusions about the joints behavior are drawn : thicken the connection plate, lengthen the connection plate or use a back - up stiffer can improve the connection behavior, consist of improving the behavior of load - supported and reducing the stress convergence in the flange moment plates

    本文根據我國規范的有關規定,自行建立了12個同構件尺寸的樑柱腹連接的三維有限元模型,對同構件尺寸的樑柱腹剛性連接節點在單向荷載作用下的反應進行了研究,從結構的mises應力等值線示意圖、梁端加載處的荷載? ?位移曲線、翼緣連接兩端的mises等效應力以及翼緣連接與柱相連接的三邊的mises應力等值線示意圖四方進行了比較與分析,從而得出了同構件尺寸的樑柱腹剛性連接的在受力行為上的結論:增加翼緣連接的厚度、增加翼緣連接的長度以及採用柱的橫向加勁肋可以改善節點的受力性能:提高節點的承載能力;減小翼緣連接內部與柱翼緣邊的的應力現象,從而避免試件過早地發生破壞。
  14. Referring to three kinds of plan irregularity, structures individually with four kinds of irregularity as eccentricity in one direction, eccentricities in two directions, re - entrant corner irregularity and diaphragm discontinuity have been analyzed to investigate the relationship between torsion effects and parameters of above irregular structures. the parameters and the schemes for determining the scope of structures with different kind of irregularity considering seismic action in two directions simultaneously are proposed, some conclusions have been get as following : it is indicated by the analysis results that torsion effect has no dependency relation with eccentric torsional angel adopted in code for seismic design for buildings. it is suggested that the eccentric torsional angel should not be take as the parameter of torsion effect of structures considering seismic action in two directions simultaneously ; for the structures with regular plan and elevation and with eccentricity in one direction due to irregular mass layout, the relative eccentricity can be take as the parameter of torsion effect of structures considering seismic action in two directions simultaneously ; for the structures with regular plan and elevation and with eccentricities in two directions due to irregular mass layout, the ratio of relative eccentricities in two directions and the angel of them can be take as the parameters of torsion effect of structures considering seismic action in two directions simultaneously ; it is indicated by the analysis results that the torsion effect has no dependency relation with re - entrant corner ratio adopted in code for seismic design for buildings as

    所取得的主要結論有:結構的扭轉效應與《抗震規范》所採用的扭轉規則指標即偏心扭轉角之間的相關性較差,偏心扭轉角宜作為判斷結構是否計及扭轉效應及需考慮雙向水平地震作用的界定指標;對于樓層間偏心的多層單向偏心結構,建議採用相對偏心距作為需考慮雙向水平地震作用的界定指標,並給出針對同平尺寸的界限相對偏心距;對于樓層間偏心的多層雙向偏心結構,建議採用兩個主軸方向的相對偏心距及其夾角作為界定指標,結合單向偏心結構的界定方案進行需考慮雙向水平地震作用的結構范圍界定;凸凹規則結構的扭轉效應與凸凹比例無正相關關系, 《抗震規范》要求所有平布置對稱的凸凹規則結構計及扭轉效應的規定欠妥當,建議凸凹規則界限值從30改為15 ,只要求分析採用空間模型比較合適; 《抗震規范》關于有效樓寬度較小的結構需計及扭轉效應的規定很有必要,樓局部連續的結構需採用符合樓實際剛度的計算模型予以分析,可使用相對偏心距(及其夾角)參照單向(和雙向)偏心結構的界定方案,界定樓局部連續結構是否需要計入雙向水平地震作用下的扭轉效應。
  15. The smaller the the difference of the temperature of feedwater and backwater is, the more evenly and slowly the temperature distribution is. the smaller the thickness of overburden layer and the distance of two tubes are, the more evenly and slowly the temperature distribution is

    在供回水溫度和覆蓋層厚度變的條件下,排管間距越小,其溫度分佈越為平緩,地的溫度分佈也越為,地溫度也越高。
  16. The advantage of barbecuing meat on a volcanic rock grill is that the heat permeates the stone evenly, creating a mouthwatering golden color and keeping it succulent without the risk of drying out

    火山巖石燒食物時因石受熱,其熱度會在食材表形成誘人的金黃色,但食物內部的水分卻會因過熱而喪失,從而保持食材的柔軟度。
  17. Equipped with the company ' s various die heads to the extruder and relative downstream auxiliary equipment, you can directly produce plastic pipes 、 sheets plates 、 profiles etc from pvc powder

    該機具有塑化混煉、質量穩定、產量高、適用范圍廣、使用壽命長等特點,配上本公司生產的各種規模模具和輔機生產線,就可以直接將pvc粉料製成管材、材、異型材等同截的塑料製品。
  18. The tower shafts, most of which are hollow and varying in cross section, and altitudinal construction bring trouble to the form work and the stress of strand wire. and the cracks on the crossbeams will be caused by the following - deformation of the bracing structure joints, elastic deformation , uneven settlement and temperature changes. the additional stress of the base slab and the foundation is caused by the deviation of cable bent tower construction

    但大跨度橋梁混凝土索塔施工設備進場及現場管理都比較困難;塔柱多為空心變截,且為高空作業,給模工程及預應力張拉帶來一定困難;支撐系統連接的間隙變形、彈性變形、沉降以及環境溫差可導致橫梁裂縫;索塔施工偏位會引起的承臺和基礎的附加應力,對加勁梁的架設影響大;懸吊結構未完體系(架設時)施工階段的風致振動往往影響到施工的安全和質量;實心塔柱部分體積較大,易產生溫度裂縫。
  19. The difference is mainly resulted from the original structure and texture inhomogeneity of hot rolled steel plates, and the process of heating and annealing can also have a great effect on the inhomogeneity of the surface and center grain sizes in the steel sheets

    這種區別主要來源於熱軋鋼原有組織和織構的性,退火加熱過程也會對鋼和心部晶粒尺寸的性產生很大影響。
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