bottom element 中文意思是什麼

bottom element 解釋
底元素
  • bottom : n 1 底，底部。2 地基，基礎；根底；底細，真相，原因，根源。3 （樹的）根干；（山）麓麓；〈方，常 pl...
  • element : n 1 要素；成分；（構成）部分；分子。2 【化學】元素；【數學】元，素；【機械工程】單元；單體；【無...
  1. Through a great deal of chemical element collections and in many ways of argument, the chemical element ( the famous spot historic monument and special product etc. in hangzhou ) that affirms the one has already can ' t represent hangzhou of now, but define deep hangzhou of the cultural bottom 蘊 with other more modern signs again much superficial with the 驕躁, and " 杭 " navigation, mean hangzhou only, in no way its idea, is because of " last years of the period of 禹, cruise the meeting 稽 to go to this, give up the sail debarkation, is a 杭, start to see in the writing ", so in addition to " 杭 " word, the manifestation of other one contents can ' t explain the whole hangzhou

    經大量的元素收集及多方的論證，認定單一的元素（杭州的名勝古跡及特產等）已不能代表如今的杭州，而用其他更現代的符號來定義文化底蘊深厚的杭州又多顯浮華與驕躁，且「杭」通航，只意為杭州，絕無它意，是因「禹末年，巡會稽至此，舍航登陸，乃名杭，始見于文字」 ，因此除「杭」字外，其他單一內涵的表現形式無法詮釋整個杭州。
  2. Comparing with the conventional method, interactive method is more security and economy to design tall frame structure. in the past, the superstructure was considered as a single element whose bottom was fixed on the foundation. apparently this approximately approach was unsuitable well for the real structure, so the design was insecurity or diseconomy

    在以往的常規設計中，將上部框架看成是柱底固定的獨立結構進行計算，不考慮上部結構、基礎和地基之間的共同作用，與實際結構的受力與變形存在較大差異，使設計出的結構不安全或不經濟。
  3. Comparing with the neutral cave on the smooth plane that was thumb - like and opened at the bottom, the neutral caves on the plane with single roughness elements were closed circles. with the growing of roughness element s height, the closed circle became smaller

    實驗中發現與光滑平板邊界層的下端開放式的拇指型中性曲線相比較，有粗糙元平板的中性曲線為封閉式的環形曲線，隨著粗糙元高度的進一步增加中性曲線收縮為更小的閉合環。
  4. On the basis of the test and finite element analysis, and on the experience of exsting research payoffs, this paper advance the method of calculating load bearing capacity of slab with slightly curved bottom considering membrane effect of the slab, and deduce the corresponding formulas

    在試驗和有限元分析的基礎上，借鑒已有的研究成果，本文提出了考慮薄膜效應時確定微彎板承載力的方法，並推導出相應承載力計算公式。
  5. Static analysis by three - dimensional finite element method for bottom intake of drainage and sediment flushing in baishi reservoir

    白石水庫泄水排沙底孔三維有限元靜力分析
  6. In order to search the demolishing effect pf the thermal stress on the hearth and bottom of the blast furnace, the distribution of temperature field and the thermal stress have been studied with the thermal elastic law and finite element method

    摘要為了探討熱應力對不同材質構成的高爐爐缸磚襯的破壞作用，在計算溫度場的基礎上，應用熱彈性理論和有限元法對高爐爐缸進行應力分佈計算。
  7. Finite element analysis on bottom plate structure of amalgamated shiplock

    圬式船閘閘底板結構有限元分析
  8. With the tridimensional finite element method the tridimensional seepage was computed, by the analysis and the computation of tridimensional seepage, the discharge method of the cushion could be asserted, at the same time, the discharge of pump drainage and the up - lift of cushion bottom could be got

    通過三維有限元法計算水墊塘三維滲流場，通過三維滲流分析計算，確定了水墊塘排水方案，並得到水墊塘底板的揚壓力值及抽排系統的排水量。
  9. Has to be created, the jvm needs to say " freeze, i want an nice picture of you now, so stop that pushing and popping and smile nicely until i m done. " a stack trace doesn t just contain one or two elements from the stack, it contains every element, from top to bottom, with line numbers and everything

    時， jvm不得不說： 「先別動，我想就您現在的樣子存一份快照，所以暫時停止入棧和出棧操作，笑著等我拍完快照吧。 」棧跟蹤不只包含運行時棧中的一兩個元素，而是包含這個棧中的每一個元素，從棧頂到棧底，還有行號和一切應有的東西。
  10. For such calibrations it is necessary that the sensor element be mounted and sealed in a glass sheath so that the distance from the tip of the element to the bottom of the head of the thermometer is at least 450 mm, and the diameter of the glass sheath should not be greater than 8 mm

    進行上述校正時，感溫元件必須裝于及密封於一玻璃套內，而該感溫元件的尖端與溫度計把手部份的底部最少距離450毫米，該玻璃套的直徑不得超過8毫米。
  11. The elephant foot bulging deformation of rigid walls of liquid - storage tanks under horizontal and vertical seismic ground motions is analyzed by using the finite element model involving fluid sloshing and tank bottom uplift with ansys

    摘要基於ansys軟體建立了考慮液體晃動和罐底提離立式儲液罐有限元模型，分別進行了水平地震和豎向地震作用下罐壁「象足」變形分析。
  12. In the first part of the paper, on the basis of the weather processes of huai he basin from june to august in 1998, the difference and reliability of the two reanalysis data game and ncep from the fields of basic element, derivative, precipitation, and surface flux were studied by diagnostical and statistical methods. the results showed that the game reanalysis data is more reliable than ncep / ncar reanalysis data at the bottom and mid - high levels of troposphere, and at the precipitation and surface flux fields the case is just the same. in addition, the paper revealed that the game reanalysis data can show the evolution of the southwest vortex but the ncep / ncar reanalysis data cannot do so

    在第一部分，本文以1998年6 - 8月我國江淮地區的天氣過程為背景對game和ncep兩組不同的再分析資料的基本要素場、導數場、降水量場和地面通量場用氣候診斷和統計的方法進行了對比分析，結果表明，在對流層低層和中高層game再分析資料的基本要素場及地面的降水場和通量場較ncep再分析資料更為準確； game再分析資料能很好地反映出西南渦東移並影響江淮大暴雨的重要天氣特徵，而ncep資料則反映不出這一現象。
  13. A bearing surface transmits the interaction between an arch dam and its foundation, the strength of which directly affects the constraint of the bedrock to the dam, and thus affects the stress and deformation of the dam. the influence is studied in this paper with nonlinear finite element method, as an example, for a high arch dam in design. the results show that the influence on stress is only limited within the local area near the bearing surface, larger on the maximum principal tensile stress than on the principal compression stress, and the decrease of the strength does not cause unlimited increase of the maximum stress. the influence on the displacement of the top of the dam is smaller than that of the bottom of the dam, especially the relative downstream displacement. at the lower strength of the bearing surface, the relative downstream displacement at the bottom of the dam increases with the decrease of the strength

    建基面是傳遞拱壩和基巖相互作用的紐帶，它的強度直接影響基巖對壩體的約束，從而影響壩體的應力和變形.採用非線性有限單元法，以設計中的某高拱壩為例，分析建基面強度對壩體應力和變形的影響.結果表明建基面強度對壩體應力的影響僅限於建基面附近的局部范圍，對最大主拉應力的影響要大於對最大主壓應力的影響，建基面強度的降低不會無限地增大壩體的應力數值；建基面強度對壩頂位移的影響較小，但對壩底位移（尤其是順河向相對位移）的影響較大，當建基面強度較低時，壩底順河向相對位移隨建基面強度的降低而增大
  14. The 16 - node degenerated iso - parametric element is proposed for the analysis of raft foundation with mid - thick plate. the stiffness matrix of single pile among the pile group can be founded assuming the total contact between the plate and the foundation. and the results of stress and deformation of plate, the force on pile and the settlement of pile bottom can be solved after the finite element disperse for the plate and the establishment of balance equation of pile - raft interaction

    在引入16節點退化等參元的中厚板筏板分析模型的基礎了，假定筏板與地基間完全接觸，建立了群樁中單樁樁身剛度矩陣，繼而對筏板進行有限元離散得到樁筏共同作用的平衡方程，從而求解筏板內力、撓度、樁頂反力、樁端沉降等一系列結果。
  15. Scrolls through the document containing this element until the top or bottom edge of this element is aligned with the document s window

    滾動包含此元素的文檔，直到此元素的上邊緣或下邊緣與此文檔窗口對為止。
  16. By analyzing and generalizing minerogenetic and geological background, mineral constituent, rare - earth element, isotope and typomorphic feature of sulpurization mineral, finally, we made a conclusion that fankou desposit resulted from the hot spring eruption at the bottom of sea, it has a character of syngenetic sedimentary deposit, which was affected by the late hydrothermal superimposed and light rebuilding after it came into being, which is typical sedex bedded - controlled deposit

    通過對凡口礦床的成礦地質背景、礦物成分、稀土元素、同位素以及的黃鐵礦、閃鋅礦、方鉛礦標型特徵進行了分析總結，確定了凡口礦床是海底熱泉噴溢形成的，同時又受到後期熱液輕微疊加改造，屬于典型的sedex型層控礦床。
  17. Four types of constitutive models are provided by the code : linear elastic model, duncan - chung model, nonlinear elastic model taking stress path into account and modified three - element model. contact element is used to simulate possible sliding between soil and structure. with this code, analysis is made concerning the pore pressure dissipation, lateral deformation of the support, ground settlement, bottom heave, and variation in earth pressure and support forces ; both effects of consolidation and coupled effects of consolidation and creep are considered ; furthermore, different combinations of cohesion, permeability and excavation width are elaborated

    該程序採用了更合理的開挖荷載的計算方法，可以引入線彈性、鄧肯張非線彈性、考慮應力路徑的非線性彈性和修正三元件模型等四種本構模型，並在擋墻和土之間設置薄層接觸面單元以模擬土體和墻體在開挖過程中可能產生的滑移。
  18. Double - nonlinear finite element analysis of bottom hole assembly

    底部鉆具組合的二重非線性有限元分析
  19. If you are replacing the bottom element, remove the accumulated sediment on the bottom of the tank

    如果是拆卸下部加熱元件，需要清除累積在內膽底部的沉澱物。
  20. Clean the area where the gasket fits to the tank. if you are replacing the bottom element, remove the accumulated sediment on the bottom of the tank

    清洗墊圈與內膽接觸的地方。如果是拆卸下部加熱元件，需要清除累積在內膽底部的沉澱物。
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