典型截面 的英文怎麼說

中文拼音 [diǎnxíngjiémiàn]
典型截面 英文
typical section
  • : Ⅰ名詞1 (標準; 法則) standard; law; canon2 (典範性書籍) standard work of scholarship 3 (典故...
  • : 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...
  • 典型 : 1 (在同類中最具有代表性的人或事) typical case; typical example; model; type; specimen 2 (具有...
  1. Based on the numerical simulation and accuracy analysis to previous slab ' s test with the ansys program, the study of composite wall, with various detail design under potential load action respectively or jointly is carried on and the wall ' s atress behavior and failure mode is obtained, also the influence to wall ' s stiffness and bearing capacity by kinds of factors, including wall ' s shear span ratio, member ' s section, bar arrangement, etc. based on the hammer blow test and stiffness test, a 1 / 3 scale ten - bay model ' s modality parameter and elastic deformation characteristic is analyzed

    在對密肋復合墻板運用ansys ~ ( ( ? ) )程序進行數值模擬、分析驗證的基礎上,對組合墻體在不同連接構造和不同荷載效應組合作用下的受力形態和破壞模式進行研究;計算分析了復合墻體剪跨比、邊框柱尺寸、邊框柱配筋大小以及墻板內肋梁肋柱配筋等諸多因素對密肋復合墻體承載力及剛度的影響,得出其變化規律。
  2. The work in this thesis mainly includes following parts : 1. as for box girder cross section, the three - bar stimulation method under typical loads and supports has been introduced. the force and stress formulae for flanges have been derived from the three - bar method. by reasonable simplification for multi - cell box girder, the three - bar method has been applied in multi - cell box girder ' s shear lag analysis

    對于箱形主梁,本文介紹了三桿比擬法上、下翼板中比擬桿的計算公式,以及在荷載和支承的情況下翼板內各桿的應力計算公式,並對多箱式主梁進行合理簡化,使三桿比擬法應用於多室箱梁的剪力滯分析。
  3. ( 2 ) respectively by elastic theory analyses and methods of structural mechanics, transverse static analytical equations for flexible pipeline rigid pipeline are established whose outcomes are applied in numerical example to compare those with that by finite element method. ( 3 ) considering interaction of filled soil, pipeline and foundation, with an eye to non - linear soil model, in view of the initial geo - stress field and the effects of interface between soil and pipeline, and by finite element method the calculational model and method are built for transverse stress in pipeline. then, by the great finite element analytical software ansys, those outcomes are applied in calculation example of positive buried pipe to educe the distribution of circumjacent soil pressure and stresses on cross section and to compare it with that calculated by conventional ways before those outcomes are applied in engineering case of positive buried pipe with flexible filled materials to confirm distribution of soil pressures after the measure for reduction and to compare it with measurements. as a result, the model set up in this paper is proved to be applicable after all above - mentioned analyses

    本文基於彈性理論和有限元原理與方法,分析了上埋式地下管道橫向力學計算方法和性狀並探討了上埋式地下管道的減荷等問題: ( 1 )在分析現有幾種的管道垂直土壓力計算方法的基礎上,探討了影響垂直土壓力的主要因素以及改進的方法; ( 2 )分別通過彈性理論分析法和結構力學的方法,建立了地下管道柔性圓環和剛性管涵的橫向靜力計算方程,並應用在算例中,把所得結果和有限元方法所得結果進行對比分析; ( 3 )考慮填土、管道和基礎的共同作用、土體的非線性特性、初始應力場以及土體和管道的接觸因素的影響,利用有限元的思路,建立了地下管道橫向力學有限元計算模和方法,並且採用大有限元分析軟體ansys ,針對上埋式管道工程算例,得出了管周土壓力以及管道橫應力的分佈狀況和規律,並和理論值進行對比;針對施加柔性填料的上埋式管道工程實例,得出了減荷后的土壓力分佈,並和實測值進行了對比。
  4. All cross sections of neutron induced reaction, elastic scattering angular distribution, neutron energy spectrum and double differential cross sections were calculated by using optical model and the semi - classical model of multi - step nuclear reaction processes based on the hauser - feshbach and exciton model in the energy region up to 20mev

    應用光學模和以復合核平衡態理論( hauser ? feshbach理論)及激子模為基礎的核反應多步過程的半經理論,計算了當中子入射能量低於20mev時n + ~ ( 112120 ) sn反應的所有中子入射、彈性散射角分佈、出射中子能譜以及出射中子雙微分
  5. In this thesis, by changing the position of laser, increasing the operation velocity and adding the experimental materiel, the images data under the different operational condition are gotten. visual analysis of the different area of flow field is done, using a serial of images about the typical sate of flow field

    試驗過程中,通過改變激光器照射,提高操作風速,變化物料高度,獲得不同工況下的圖像數據,並針對不同的流動區域,將獲得的流動狀態的連續圖像進行了可視化分析。
  6. On the other hand, this flow is a typical non - linear model and there exists complicated secondary flow on the cross - section, also, a bifurcation will appear on some conditions. this study is signality in theory and has a broad application future

    另一方,旋轉曲線管道系統是流體力學非線性的,在上存在形態復雜的二次流動,在某些條件下出現分叉解,深入研究旋轉管道流動,具有重要的理論意義。
  7. Through the analysis of the torsional stress produced in the open sections vehicle frames under typical operation conditions the calculating formula is achieveal, which leads to the stress distribution of the open section frame and the ideas of improving the distribution of the torsional stress are discussed

    摘要通過對常見開口車架在工況時扭轉應力的分析,推導出扭轉應力計算公式,從而得出了開口車架的一些應力分佈規律,提出了改善車架扭轉應力分佈的具體措施。
  8. After the evaluation of the three parameters in the proposed creep model, which is based on the large numbers of experimental measurements of concrete creep, the influential regularities of concrete filled steel tube columns under long - term loading are investigated. by dispersing time, the method of tangent modulus is adopted to study the relation of creep strain and load time. in the end, this paper took cft specimens with representative geometry and sectional dimensions as examples and adopted the proposed method as an approach to investigate the influencing regularities of many factors, which include the ratio of long - term load to strength, the slenderness ratio, the eccentricity ratio, and the intensity grade of concrete, on cft structures

    在對鋼管混凝土構件長期荷載效應的分析中,本文基於三維粘彈性理論,採用三參數粘彈性模,提出了核心混凝土徐變的三維有限元分析理論,在總結過去大量關于混凝土徐變試驗實測結果的基礎上擬合了模中的三個參數,並成功將其應用於鋼管混凝土徐變的三維分析計算中,得到徐變與持荷時間的關系,以典型截面形式的圓鋼管混凝土軸壓、偏壓構件為例,對軸壓比、長細比、含鋼率、偏心率以及核心混凝土等級分別進行了大量的參數分析和實驗對比研究,結果表明二者符合較好。
  9. To investigate the punching shear behavior of slab - column connections with nonrectangular columns, an experiment on the three specimens of column with three kinds of typical special - shaped cross - section ( cross - shaped section, t - shaped section and l - shaped section ), which were connected with reinforced concrete slabs, and reference specimens with square columns was conducted

    摘要為了研究柱形式為異形柱的板柱連接沖切受力性能,進行了柱形狀分別為3種異形柱(十字形、 t形和l形)和對比方柱所構成的板柱連接的沖切特性試驗。
  10. Given a group of the attractive interactions " values, the isothermal sectional diagrams and the vertical sectional diagrams of the typical phase diagram of the ternary system ( e. g. the “ even crystal ” type ) are obtained

    液兩相平衡曲線方程的表達式,給定勢參數后,得到了的三元系統固液相圖(如,勻晶相圖)的水平圖和豎直圖。
  11. Typical road section

    道路
  12. Based on the first national general economic survey data, this paper analyzed the canonical correlations between manufacturing and modern service industry of our country

    摘要利用全國第一次經濟普查的數據對我國製造業與現代服務業的發展關系進行了相關分析。
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