尺樁 的英文怎麼說

中文拼音 [chǐzhuāng]
尺樁 英文
turning-point pin
  • 尺 : 尺名詞[音樂] （中國民族音樂音階上的一級 樂譜上用做記音符號 參看「工尺」） a note of the scale in ...
  • 樁 : Ⅰ名詞（樁子） pile; pole; stake Ⅱ量詞（用於事情）
  1. Foresters gathered 822, 000 cubic feet of lumber for use in building the road. one million board feet of lumber and 2400 pilings were used in a causeway over the swamp

    伐木工砍伐了用於築路的62 . 5萬立方米的木材。橫越沼澤地的一個堤道用了1百萬板英尺[ 1 ]的木材和2400根立樁。
  2. But having gotten over these things in some measure, and having settled my houshold stuff and habitation, made meof wall up against it of turfs, about two foot thick on the out - side, and after some time, i think it was a year and half, i rais d rafters from it leaning to the rock, and thatch d or cover d it with bows of trees, and such things as i could get to keep out the rain, which i found at some times of the year very violent

    那是一個搭在山巖下的帳篷，四周用木樁和纜索做成堅固的木柵環繞著。現在，我可以把木柵叫做圍墻了，因為我在木柵外面用草皮堆成了一道兩英尺來厚的墻，並在大約一年半的時間里，在圍墻和巖壁之間搭了一些屋椽，上面蓋些樹枝或其他可以弄到的東西用來擋雨。因為，我發現，一年之中總有一段時間，大雨如注。
  3. The factors affecting the spatial effects of the deep foundation pit are researched in detail with the mutual deformation analysis method. these factors include the plane dimensions of pit, ring beam, middle beams, corner braces, embedded depth and brace stiffness. the results are compared with those of two - dimensional analysis, and their differences and adaptability are clarified

    此外，本文還利用共同變形分析方法，對影響深基坑空間效應的諸多因素（包括基坑的平面尺寸效應、圈樑和腰梁效應、角撐效應、樁身插入深度和支撐剛度等）進行了深入探討，並與目前常用的平面分析方法做了比較，指出了兩者的區別及其適用性。
  4. Since the pebble structure is of big pellet easy to be permeated ant it is difficult to smash and drill, the appliance with big diameter and deep cast - in - place pile has been greatly restricted

    卵石地基具有顆粒大、透水性強、進尺和破碎困難、容易垮孔等困難，限制了大直徑深孔鉆孔灌注樁在其中的應用。
  5. On the condition that the width of section is invariable, the height of section is confirmed by structural optimization method. this will change traditional method to optimize the height of section so that design is simplified and cost is lower. this paper presents one optimization design method

    在給定抗滑樁截面寬度的條件下，運用結構優化的方法來確定抗滑樁截面高度，改變傳統的確定樁截面尺寸這一迭代計演算法，使抗滑樁截面高度取最優值，達到簡化設計和降低工程造價之目的。
  6. With the increase of the pile quantity of wharfs, the dimension of pile caps and the depth - span ratio of beams increase gradually

    摘要港口碼頭基樁數量的越來越多，導致了高樁碼頭中樁帽尺寸和梁的高跨比逐漸加大。
  7. Then the duke took and wrote out a sign on a shingle so : sick arab - but harmless when not out of his head. and he nailed that shingle to a lath, and stood the lath up four or five foot in front of the wigwam

    接下來，公爵拿出來一小塊木板，在上面寫著：有病的阿拉伯人只要不是發瘋的時候，與人無害他把木板釘在一根木樁上，這木樁就立在窩棚前面，離四五英尺光景，傑姆大為滿意。
  8. According to elasto - plasticity theory, with the help of finite - method program ansys, the paper undertakes the computer analogue tests about the bearing capacity of pile tip arranged by orthogonal principle, and attains the relations of pile - tip bearing capacity to embedment depth, pile diameter, cohesion, internal friction angle and modulus of deformation. by the means of mathematical statistic, regression equation of the ultimate bearing capacity calculated by finite element method is gained through the regression analysis of 81 group data from the computer analogue tests. by comparison and analysis of the values calculated by finite - element regression equation and the values of in situ loading test, the regression equation is gained which calculates the size effect for base resistance of large diameter pile

    根據彈塑性理論，運用大型有限元軟體ansys按正交設計理論對樁端承載力進行模擬計算，獲得樁端承載力與樁長（埋置深度） 、樁徑、粘聚力、內摩擦角及變形模量等主要影響因素的關系，並採用數理統計方法，對81組ansys模擬試驗結果數據進行回歸分析，得到有限元法確定樁端極限承載力的回歸公式，並將有限元法回歸公式計算值與現場小壓板載荷試驗值進行比較分析，得到大直徑樁端阻的尺寸效應系數計算公式。
  9. Consideration of dimensional effect of pile structure using modified stiffness matrix of beam - rod element

    用修正的梁桿單元剛度陣考慮樁的尺寸效應
  10. Hot rolled sheet piling of non alloy steels - tolerances on shape and dimensions

    非合金鋼熱軋板樁.第2部分形狀和尺寸公差
  11. Hot rolled sheet piling of non alloy steels. part 2 : tolerances on shape and dimensions

    非合金鋼的熱軋板樁.第2部分:形狀和尺寸公差
  12. Hot rolled sheet piling of non alloy steels - part 2 : tolerances on shape and dimensions ; german version en 10248 - 2 : 1995

    非合金鋼熱軋板樁.第2部分:外形和尺寸公差;德文版本
  13. Finite element analysis of double - row piles in consideration of dimensional effect

    雙排樁尺寸效應的有限元分析
  14. The whole dynamic finite - element analysis simplified based on 2d plane is performed to adapt engineering requires. the effect of both kinematic interaction and inertial interaction on pile - soil - structure systems within layered soil field is relatively comprehensively investigated. at the same time, the boundary effect of model, the horizontal dynamic features of piles and the nonlinear characteristic of slide and contact on the interfaces of pile - soil are considered too on the ground of no - element meshing technique applied for dimensional effect of piles in stratum - soils

    建立了以適應工程需要的基於二維平面動力分析的簡化整體有限元模型；提出了能有效考慮樁尺寸效應的樁-土無單元劃分技術，在考慮了模型的邊界效應、樁基的水平動力特性和樁土界面的滑移、接觸非線性行為的基礎上，從時域內較為全面的研究了層狀土域中樁基上下部結構的慣性相互作用和運動相互作用兩種基本效應。
  15. It is on condition of the retaining and protecting piles imitated by nylon sticks, the top ring beam imitated by steel board, the foundation wadded by sandy soil, and the sectional size and extra load changed

    本文試驗是以尼龍棒模擬支護樁，以扁鋼模擬樁項圈樑，採用砂土填築地基，通過變換圈樑的截面尺寸及堆載進行了八組試驗。
  16. Lazio wing - back cesar has already agreed personal terms with inter milan as a deal for the brazilian appears within touching distance

    塞撒爾已經與黑洞國米達成私人單方面的協議，這是一樁生意對巴西人來近在咫尺。 。
  17. Starting from the effect of group piles in the composite foundation, the size effect in the load test of large area composite foundation, composite foundation of single row piles and composite foundation of double rows piles are researched through fem analysis

    本文從復合地基具有群樁效應現象入手，利用有限元來研究大面積復合地基、單排群樁復合地基、雙排群樁復合地基荷載試驗的尺寸效應問題，並用現場荷載試驗實例來驗證本文分析方法的可行性。
  18. In this paper, ansys is been used as numerical method. base on one example, fem model is created by using parameterized modeling and the develop technique by ansys, the effect of the model size has been studied. lt has been certified that the proper parameter value of the model is helpful to develop the analysis accuracy. the length, the diameter and the elastic modulus of pile is changed to study their effect. the analysis shows that : as to frictional pile, big length, big diameter, and great modulus is helpful to develop the bearing capacity of piles

    並分析了模型尺寸對分析結果的影響，結論表明，適當的選取模型參數，有利於分析的精度的提高。文章還通過改變不同的樁土系統參數，樁長，樁的直徑，以及樁的彈性模量，得到了樁土系統的響應，繪制了p ? s曲線，結論表明，對于摩擦樁而言，增大樁長，提高樁的直徑，或者提高樁的彈性模量，有利於提高單樁的極限承載力。
  19. The anti - seismic behavior of composite foundation with rigid pile was studied by a shaking table test with the scale factor of 1 / 10

    摘要設計並完成了剛性樁復合地基1 : 10比尺的振動臺試驗。
  20. This paper analyzes the influence of pile spacing, pile diameter and pier cross - section on the stiffness of bridge foundation through the calculation of the longitudinal stiffness at pier - top

    摘要對橋墩縱向剛度進行計算，分析影響橋梁下部結構剛度的主要因素，包括樁徑、樁間距以及墩截面幾何尺寸。
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