斜截的 的英文怎麼說

中文拼音 [xiéjiéde]
斜截的 英文
truncated
  • : 形容詞(跟平面或直線既不平行也不垂直的) oblique; slanting; skew; bevel; diagonal; askew; inclined; tilted
  • : 4次方是 The fourth power of 2 is direction
  1. Perfect pre - processing and post - processing function is one of the main factors to evaluate the vitality and market value of the finite element analysis system surveying today development of finite element analysis technology, most of which concentrate on establishing fine user interface, also has some limitation on application, and especially, the research on the visualization of arbitrary cut - plane is always in ascendants to realize the visual processing on cut - plane needs reprocessing the results of finite element analysis which have get, so the algorithm is two parts : seeking the physical value of cut - plane and drawing 2d contours, the former, based on the theory of stress on " arbitrary inclined plane " in physical mechanics, use the method of linear interpolation method to get the coordination and physical value of intersection between cut - plane and element arris ; the latter, based on the tables on elements, nodes, stress and strain, summarize a rapid algorithm of generating 2d contours based on the grid. this thesis synthesizes there two parts and get a visual processing program under fortran

    縱觀有限元分析技術發展,目前大多集中在建立良好用戶界面上研究仍存在許多應用上局限性,其中對任意剖面上可視化研究仍處于方興未艾階段。要實現任意剖面上可視化處理,必須先將得到有限元計算結果進行再處理,因此在演算法上分為兩部分:求任意剖面上物理量值演算法及二維等值線演算法。前一部分以彈性力學中「任意應力」為理論基礎,利用線性插值方法得到面與單元棱邊交點坐標及交點物理量值;在此基礎上;根據已得到單元及節點序號表、應力應變物理量表,總結出一種基於有限元剖分網格快速生成二維等值線演算法。
  2. From the analysis, some suggestion about joint rigidity design is put forward : 1. joint initial rigidity can be enhanced within the limited range when to increase end - plate thickness ; 2. the rigidity and ultimate moment can be enhanced obviously when to adopt the beam with inclined section or to add axilla at the connections between beam and column ; 3. withm the permissive construction condition, exteriorly extended end - plate inclinedly placed is suggested to be applied firstly ; 4. when the rate of joint rigidity to beam rigidity, that is called, is less than 0. 1, the joints can be regarded as zero - rigidity joints ; on the other hand, if is more than 26, it is rigid connection joints

    採用面梁並在樑柱交接處局部加腋能明顯提高節點剛度和梁抗彎能力; 3在允許施工條件下,應優先採用外伸式端板放節點,有利於提高節點剛度,進而提高節點抗彎能力; 4節點剛度與其連接構件剛度比值0 . 1時,可按鉸接節點設計; 26時,可按剛接節點設計。
  3. The corbel ' s dimension should be ascertained as the manipulative condition of diagonal section. the amount of longitudinal reinforcement be ascertained on the basis of the flexure model, is obtained according to static for balance condition, the calculative expression of the load is obtained. and in terms of the design method in ultimate state the maximum load

    我國規范對于牛腿設計規定,牛腿尺寸確定以面抗裂作為控制條件,縱筋用量確定以彎壓破壞模型為基礎,根據靜力平衡條件得到承載力計算公式,按照極限狀態設計方法計算得到,箍筋用量則按照構造要求確定。
  4. It canbe determined the enhancing effect of new steel fiber to shear resistance of beams by the test of tensile strength of steel fiber reinforced concrete, it is important to reduce test cose and increase research efficiency

    可以通過鋼纖維混凝土抗拉強度試驗來確定新品種鋼纖維對梁面上混凝土受剪承載力增強作用,這對于降低試驗成本和提高研究效率具有重要工程價值。
  5. Iterative method for calculating carrying capacity of normal section of reinforced concrete eccentric compression members

    混凝土構件面承載力計算方法改進
  6. Mohr's circle is required for any oblique plane passing through the point o.

    需要對通過點O任意面繪制莫爾圖。
  7. A vertical piano cadby with exposed keyboard, its closed coffin supporting a pair of long yellow ladies gloves and an emerald ashtray containing four consumed matches, a partly consumed cigarette and two discoloured ends of cigarettes, its musicrest supporting the music in the key of g natural for voice and piano of love s old sweet song words by g. clifton bingham, composed by j. l. molloy, sung by madam antoinette sterling open at the last page with the final indications ad libitum, forte, pedal, animato, sustained, pedal, ritirando, close

    一架立式鋼琴凱德拜牌205 ,鍵盤露在外面。上頂蓋關得嚴嚴實實,擺著一雙淡黃色婦女用長手套,一隻鮮綠色煙灰缸里是四根燃盡了火柴,一根吸過一香煙,還有兩變了色煙蒂。譜架上搭著一本古老甜蜜情歌g .克利夫頓賓厄姆作詞,詹萊莫洛伊配曲,安托瓦內特斯特林206夫人演唱g大調歌曲
  8. Based on tests of nine 1 / 2 - scaled model slabs under vertical loads, the paper analyzed load - deformation curve and proposed limit value of height - width ratio under axial loads. 2. based on aseismic tests, the paper put forward a model of concrete frame, silica brick and a combination of the two, proposed that the silica brick works as a 45 compression bar, analyzed the factors which may influence bearing capacity of the slab and advised a formula including the numbers of bays and of storeys of the frame

    通過對墻板模型抗震性能試驗研究,建立了由鋼筋混凝土框格、砌塊以及兩者協同作用三個部分組成承載力極限狀態下理論簡化計算模型;提出了墻板中填充塊等效壓桿寬度按45度計算統一量化標準;分析了影響墻板承載力主要影響因素,給出了表達墻板框格層數和跨數不同面承載力實用設計計算公式。
  9. According to the new concrete code, the calculation formula are put forward concerning the load - carrying capacity during construction, the load - carrying capacity of cross - section bending, longitudinal shearing, the inclined - section shearing and part shearing during the application of the continuous composite floor slab, which provide the design proofs for the continuous composite floor slab

    摘要根據新混凝土規范,給出了連續跨壓型鋼板與混凝土組合板施工階段承載力計算公式及使用階段面抗彎承載力、縱向水平抗剪承載力、面抗剪承載力和局部抗沖切承載力計算公式,為連續組合樓板設計提供了依據。
  10. The results indicate that shear resistance of composite beam accounts for 1. 0 ~ 1. 14 times of that of cast - on - site concrete beam

    該分析結果表明,疊合梁面承載力是整澆梁1 . 00 ~ 1 . 14倍。
  11. Steel fiber reduces the size effect of shear resistance of reinforced concrete beams without web reinfocements. the size effect formula is proposed in this paper, it is better agreement with test data. 5

    鋼纖維對鋼筋混凝土無腹筋梁面承載力「尺寸效應」具有降低作用,本文提出了與現行規范相銜接鋼筋鋼纖維混凝土腹筋梁面承載力「尺寸效應」計算公式,與現有試驗資料符合良好。
  12. The research works and conclusions of this paper as following : 1. besed on the test results published over the word of reinforced concrete beams without web reinforcements and with stirrups, the systematically statistical analysis is carried out to set up the fomula of shear resistance of reinforced concrete beams using the uniaxial tensile strength of concrete. it provided the basis of strtistical analysis for shear resistance of steel fiber reinforced concrete beams

    根據收集到國內外對鋼筋混凝土無腹筋梁和鋼筋混凝土有腹筋梁面承載力試驗研究成果,進行了比較系統綜合統計分析,提出了採用混凝土軸心抗拉強度研究成果,進行了比較系統綜合統計分析,提出了採用混凝土軸心抗拉強度指標鋼筋混凝土梁面承載力計算公式,為鋼筋鋼纖維混凝土梁受剪承載力試驗結果統計分析提供了基礎。
  13. Drop shots to the alleys, either cross - court or down - the - line, will fall in for winners most of the time, as well as cross - court or down - the - line smashes, since the defending man is forced to stand right behind the woman at the " t "

    對于中場扣球,或者是,或者是沿著中線,大部分時候會給對方創造得分機會,同時可以回殺,或者網前扣殺,因為防守方男選手被迫站在女選手身後。
  14. Based on the tests, the advised formula of normal section bearing capacity and inclined section bearing capacity of high strengthen concrete frame columns are put forward, and the limit of axial compressive ratio and the minimum stirrup ratio in the encrypted region which meet ductility requirement to c60 concrete frame columns are given

    在試驗研究基礎上,提出高強混凝土框架柱正面和面承載力計算建議公式,且給出了滿足延性要求c60混凝土框架柱軸壓比限值和箍筋加密區箍筋最小體積配箍率。
  15. Mohr ' s circle is required for any oblique plane passing through the point o

    需要對通過點o任意面繪制莫爾圖。
  16. The shear carrying capacity of the corroded rc structural elements is investigated

    對銹蝕鋼筋混凝土梁面抗剪承載力進行了研究。
  17. Calculation of shear strength of concrete column strengthened with carbon fiber reinforced plastic sheet

    碳纖維布加固混凝土柱面受剪承載力計算
  18. The affection of the axial force is the focal point of the shearing resistance

    依據節點核心區面受力機理,重點分析了柱軸力對節點核心區抗剪承載力影響。
  19. On the basis of shear resisting behavior experiments of the column, the formula model for calculating the shear strength of the column is presented, and the undetermined coefficient in the formula is regressed using the experimental data

    在核心柱剪切性能試驗基礎上,建立了核心柱面承載力計算公式模型,並利用試驗數據回歸,確定了公式模型中待定參數。
  20. Abstract : the formulae of plane stresses on inclined plane are expressed in complex number form. this method has both the advantages of analytic method and graphical method in stress analysis

    文摘:把平面應力狀態面上應力公式用復數形式表達,並用其進行應力分析,兼有解析法和圖解法優點。
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