傾斜位移 的英文怎麼說

中文拼音 [qīngxiéwèi]
傾斜位移 英文
tilt displacement
  • : 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
  • : Ⅰ名詞1 (所在或所佔的地方) place; location 2 (職位; 地位) position; post; status 3 (特指皇帝...
  • : Ⅰ動詞1. (移動) move; remove; shift 2. (改變; 變動) change; alter Ⅱ名詞(姓氏) a surname
  1. As object lessons to explain : 1 the nature and habits of oviparous animals, the possibility of aerial flight, certain abnormalities of vision, the secular process of imbalsamation : 2 the principle of the pendulum, exemplified in bob, wheelgear and regulator, the translation in terms of human or social regulation of the various positions clockwise of movable indicators on an unmoving dial, the exactitude of the recurrence per hour of an instant in each hour, when the longer and the shorter indicator were at the same angle of inclination, videlicet, 5 5 11 minutes past each hour per hour in arithmetical progression

    他把它們作為實物教材,用以說明: 1卵生動物的本性與習性,空中飛行的可能性,一種異常的視覺器官,世俗界用防腐藥物保存屍體的方式。 2體現于擺錘輪與整時器上的鐘擺的原理不動的針盤上那可動的正轉的長短指針在各個置作為人或社會規范所包含的意義長針和短針每小時在同一度相遇的那一瞬間,也就是說,按照算術級數,每小時超過5 5 11分的那一瞬間,每小時重復一次的精確性146 。
  2. The results of field observation showed that mucky clay in the shore slope of the wharfs was the stratum with the most obvious horizontal displacement and most of the pile heads close to the retaining walls inclined towards the land to different degrees, agreeing well with the inclination of pile heads as observed on site

    原型觀測結果表明:碼頭岸坡內的淤泥質粘土層為水平最明顯土層,靠近擋土墻的大部分樁頂都出現了不同程度的向陸側,這與實際見到的樁端狀況完全相符。
  3. First, this method decide the skew angle of a business card image according to four border fitting lines of the business card, then a method based on block move is provided to correct image and black border is erased based on position of border near - line

    該方法先檢測出名片的四條邊緣擬合直線,由四條邊緣擬合直線的角度來確定名片圖像角度,然後採用逐段整塊搬的方法來對圖像進行校正,再根據邊緣擬合直線置去除黑邊。
  4. The linear elastic slope deflection equations of gable portal frames when occur the side - sway and non - sway buckling are derived. the equations considere the rafter slope and the vertical uniform loading subjected on the rafter. the established equations of non - sway buckling can consider the effect of snap change effect of gable frame

    推導了山形門式剛架有側失穩和無側失穩的線彈性方程,方程考慮了角和樑上豎向均布荷載的影響;建立了能考慮山形門式剛架跨變效應的無側失穩方程。
  5. By computing the between two resolution units, we can estimate terrain azimuthal slopes and derive estimate of terrain elevation. the terrain contour is determined uniquely by ay / from azimuth slop on range gates. american began to study p - sar three - dimensional images technology in 1990s

    Schuler已經證明,對於一個均勻分佈場景, sar圖像上兩個相鄰分辨單元的極化橢圓方向角偏量,與地形方向坡度的對應關系是線性唯一的,地形方向的度可以通過解唯一地被測定。
  6. In this article, we use idea of turning dispersion into convergence and put all the well ' s points into the same unit net to think about it. and answer three questions of the distribution of well drilling by the way of searching for groups of points. fincite - step - searching underthe condition of translationg fcoordinate system or revolving coordinate system. to first question. we find two algo - rithms and make use of data that is given to find the solution. we seek coorlinate of net point is co. 361, 0. 461 ) and mostly four old well ' s points are utilized at the same time by first algorithim, which are no. 2, no, 4, no. 5, no. 10. by second algorithm, we rechon the coordinate of net point is co. 390, 0. 505 ). and that mostly four old well ' s points are utilizld which are no. 2, no. 4, no. 10. to second question, we turn it into the first question by angling awt the center of net point. we seek that mostly six old well ' s points are utilized at the same time, which are no. 1, no. 6, no. 7, no. 8, no. 9, no. 11, when net is angled 0. 78 radian. and net point is translated to ( 0. 75, 0. 076 ) ( at nwe coordinate system ). to third question, wefind a necessary and sufficient condition and affer algorithms, at last, we analyse algorithms

    運用化分散為集中的思想,把所有的井點都放在同一個單網格內考慮.在坐標可平、旋轉的條件下,利用尋找點群、有限步驟搜索法,對鉆井布局的三個問題進行了解答.對問題一,給出了兩個不同演算法.並對題目提供的數據進行了求解,演算法1得到的結點為( 0 . 361 , 0 . 461 ) ,最多有4個舊井點被同時利用,它們是第2 、 4 、 5 、 10個井點;演算法2得到的結點為( 0 . 390 , 0 . 505 ) ,最多有4個井點被利用,它們是第2 、 4 、 5 、 10個井點.對問題二,以結點為中心旋轉一定的角度后,歸結為問題一進行求解,求解結果為當網格角為0 . 78弧度(相對原坐標系) ,結點平到( 0 . 75 , 0 . 076 )點(在新坐標系下) ,可被同時利用的最多舊井點為6個,它們是第1 、 6 、 7 、 8 、 9 、 11個井點,對問題三,我們給出了充要條件,並給出了演算法.最後還分析了演算法的優劣性
  7. Thirdly, in term of the results of testing and calculation, the displacement and libration, the difference of altitude, the flexibility and strain of crane - beams are all generally analysed, especially the reason why the crane - beams are attaint is lucubrated, and the reasons why the trigging pole is ruptured, the upper wingspan is damaged, the orbital movement, the exceptional incline of colums are open out, which has instructional significances that improve the design of the steel frame of the coke made by dry flameout

    第三,根據檢測和計算結果,對鋼框架的和振動、框架高差、吊車梁撓度和應變等進行了全面的分析,特別對吊車梁系統的損傷原因進行了深入分析,揭示了制動桿件斷裂、上翼緣磨損、軌道竄動、柱異常等一系列損傷現象的原因,對于改進干熄焦鋼框架的設計有著直接的指導意義。
  8. This paper analyzed the six stances in the development of steel industry : steel industry tends to be more centralized ; its distribution moves to the costal areas and the regions of mineral resources ; the total amount of demand keeps the increasing standard ; the products of higher quality and additional values will increased rapidly ; the import of mineral resource will gradually decrease ; the profits will go to the big company

    摘要我國鋼鐵行業的未來發展將呈現出六大新態勢,即:行業集中度將逐步提高,購並重組勢在必行;產業布局向沿海地區和主要礦石資源地區;需求總量保持平穩增長,需求檔次逐步提高;高附加值、高技術含量的「雙高」產品將獲得較快增長;鐵礦石進口量仍將維持高,但增速將減緩;行業內部分化加劇,利潤將向大企業轉
  9. In accordance with the deformation analysis of lean - caused disaster engineering and the deformation control in rectification, analysis method of the leaning reinforced concrete frame is presented using the theory of structural engineering, numerical analysis and disaster characteristics. on the basis of the analysis method, finite element is applied to analyze the stress and deformation conditions of structure in order to obtain the rectifying displacement. appling of fuzzy math to value the ultimate bearing capacity of structural element, the author puts forward the fuzzy general evaluation method of the element, and using the theory of structural engineering also gets the rectifying load

    針對病害工程的變形分析和糾扶正過程結構的變形控制問題,本研究論文根據建築結構理論,採用數值分析方法,並結合病害表現特徵,提出對鋼筋混凝土框架結構病害的變形分析方法;在結構的變形分析的基礎上,運用有限元方法對結構進行數值模擬,對結構的應力狀態及變形狀況作進一步的分析,確定糾量;運用模糊數學理論,提出對鋼筋混凝土病害框架結構構件的承載能力的模糊綜合評判方法,並結合建築結構理論得出最終糾加載量。
  10. Lighting fixture not aligning at fa ? ade due to fall - out fixtures and tilt. abc will study if efg proposal of shifting the lighting grid would be more feasible

    墻體上的照明設備因凸出或而顯得不整齊。 abc將考慮efg將照明格的建議是否更加可行。
  11. Secondly, considering the complexity of the analysis of inclined - loading pile, nonlinear finite element method is adopted to calculate the internal force and displacement of pile group under inclined loads, with the concept of equivalent width presented to simplify 3d problems into 2d problems. and a program is developed as well, which is able to consider the continuity, elastic - plasticity and layered characteristic of soil around the pile shaft. besides, the interactions among pile, base slab and soil are considered in this program and contact surface element is used to simulate slipping and crazing between pile and soil, or between base slab and soil under loads. then, the non - tension analysis is proposed, to reflect the low - tensile property of soil and concrete

    在此基礎上,針對荷載下群樁基礎分析中的復雜性,提出採用非線性有限元對荷載下群樁的內力及進行分析,應用樁的等效寬度概念將空間問題簡化為平面問題考慮,並開發出能考慮樁周土介質連續性、彈塑性、分層性等因素的荷載下群樁內力及分析的計算機程序,並在程序中考慮了樁、土、承臺的相互作用,提出了採用接觸面單元來考慮荷載作用下樁與土體及承臺與土體間的滑、開裂;並在此基礎上,提出了荷載下群樁基礎的「無拉力」分析方法,可有效地反映土體及混凝土材料的低抗拉特性。
  12. Firstly, behavior and destroying mechanism of pile under inclined loads are systematically discussed based on summary of research on pile under inclined loads home and abroad, and then a power series solution for displacement and stress calculation of pile under inclined loads in layered soils is presented. based on the solution, the calculation of soil reaction force at the flank and bottom of piles, vertical and horizontal displacement of piles and maximal bending moment of piles is concluded

    本文首先系統地回顧了國內外荷載樁研究工作,在此基礎上詳細討論了荷載下基樁的受力特性和破壞機理,從而導出了處于成層地基中的荷載樁的內力及分析的冪級數解,並以冪級數解的分析結果進一步導出了樁側及樁端土體抗力、樁身豎向及水平、樁身最大彎矩的計算方法。
  13. Under the lateral load, the positive battered pile has bigger bearing capacity than the vertical and the negative pile. the allowable settlement of the pile head is suggested and the vertical pile can bear load with inclination of less than 10, and the battered pile bearing vertical load can be angle of less than 10. then the paper employed the generalized elastic theory in pile group, considering the interaction between pile - soil

    就樁頂的豎向沉降而言,樁身的微小偏(小於10 ) ,對豎向受荷樁的正常使用沒有明顯的影響;角太大的樁承受豎向荷載的能力有所減少;直樁可以承受一定角(小於10 )的荷載,這時的荷載對樁頂的沉降影響較小,但樁頂水平增加比較明顯。
  14. The results demonstrate that the tilted phase affects not only the relative shift and the transition height rather than the turning point, but also affects the truncation parameter region when the focal switch appears

    研究結果表明,相影響了相對焦量、相對躍變量和焦開關發生的置,同時也影響焦開關出現時截斷參數的取值范圍。
  15. Based on the response theory of an elastic earth to surface loads and the model of the standard atmosphere, the characteristics of changes in the loading effects with time, space and frequency are comprehensively investigated in this dissertation. the numerical results obtained in this study can provide accurate atmospheric correction models for high - precision continuous measurements of the geophysical fields such as gravity, tilt, displacement and strain on the earth ' s surface

    本文基於彈性地球對表面負荷的響應理論和標準大氣模型,綜合研究大氣負荷效應的時間、空間和頻率特徵,為地表重力、和應變等物理場的高精度連續觀測提供精密大氣影響改正模型
  16. In order to get it to fall in, you would have to lift one side of the cover, then rotate it 30 degrees so that the cover would clear the ledge, and then tilt the cover up nearly 45 degrees from horizontal before the center of gravity would shift enough for it to fall in

    要使井蓋能掉下去,就必須先撬起井蓋的一邊,然後旋轉30度,使井蓋脫離井緣,再將井蓋從水平置向上近45度,這樣井蓋的重心就會發生轉以使它能下落。
分享友人