桿索 的英文怎麼說

中文拼音 [gǎnsuǒ]
桿索 英文
boom sheet
  • : 桿名詞(桿子) pole; staff
  • : Ⅰ名詞1 (大繩子; 大鏈子) a large rope 2 (姓氏) a surname Ⅱ動詞1 (搜尋; 尋找) search 2 (要; ...
  1. Armstrong had rigged up a strap around a vertical bar so that it formed a hammock for his feet.

    阿姆斯特朗草草地把一根繩繞在一根豎上,給雙腳造了一張吊床。
  2. It was the first eyebar suspension bridge.

    它是第一座眼式懸橋。
  3. Forestay : the rigging that secures the mast forward

    前支:從前面固定桅具。
  4. In order to considering the affections of the adjacent zone out of the girdler section, the internal - forces of two end surface which were obtained by the horizontal shaft system analysis are exerted on each model respectively. moreover, the weight, cable force and prestressing forces including girder longitudinal, diaphragm transverse and inclined web vertical directions are considered

    考慮到梁段以外附近區域的作用,在其兩端面上施加了由平面系結構分析所得的端面內力,另外,力和預加力(梁縱向、橫隔梁橫向、斜腹板豎向)也施加在相應的位置,分析了箱形主梁在自重、力和預應力作用下的空間應力效應。
  5. The linkage may consist of a series of interconnected levers and rods, or levers and a cable.

    相連部分由一系列相關的拉和軸或拉和鏈所組成。
  6. Analysis on fracture of steel skein used for wire rope of bridge tie bar

    橋梁系中鋼絞線斷裂情況剖析
  7. This paper introduces the developing tendency of the space structure and the application of the pretensioned space lattice structure, summarize the analysis method and relation between lattice structure and pretensioned space lattice structure. dissertate the space pole - truss displacement method, tendon working principle, set forth the method of optimal design and whole process design. includes the use stage design and construction stage design of pretensioned space lattice structure

    本文首先介紹了空間結構的發展趨勢及拉預應力空間網格結構的應用情況,概述了網格結構與拉預應力空間網格結構的分析方法及其相互關系,論述了空間系桁架位移法,拉作用機理,闡述了拉預應力空間網格結構的優化設計及全過程設計的設計方法,包括拉預應力空間網格結構使用階段的設計和施工階段的設計。
  8. To prevent magnetic leak, improve the abrasiveness and the anti - eroding ability, the author have spent lots of time in researching the hot spraying method and acquired many practical useful data and experience

    為了防止泄漏,增加活塞的耐磨性和抗腐蝕性,本文還對熱噴塗工藝進行了研究,並摸出了大量實際有用的數據及經驗。
  9. In this method, all suspenders inner forces are equal

    得到全部吊)的內力相同。
  10. According to different control object, the task calculates tension of suspender

    同時採用不同的控制目標計算吊)張力。
  11. Vang guy winch

    絞車
  12. The reasults are summed up as following : 1 the study on chromosomes and mitoses of bmn cells the cell line, bmn, is a silkworm cell line widely used in silkworm molecular genetics, cell engineering, gene engineering and baculovirus expression system but whose genetics and cytobiology studies are nearly untouched. the chromosomes and mitoses of the bmn cells are researched by the air - drying method and culturing cells on cover glasses

    同時,還通過原代培養實驗對新的家蠶胚胎細胞系的建立進行了探和嘗試,並對家蠶胚胎原代培養過程中出現的細胞和組織類型進行了觀察、探討與研究。 1bmn細胞有絲分裂及染色體研究bmn細胞是家蠶分子遺傳學,細胞工程、基因工程和狀病毒表達系統中廣泛應用的家蠶細胞,但其遺傳學和細胞生物學背景知之甚少。
  13. This paper is mainly concerned with the structural characteristics and research process of fiber grating strain sensors, successful applications of strain sensors in the bowstring arch bridge, particularly the tie bar cable replacement

    文中介紹光纖光柵測力傳感器的結構特點和研究過程,及其在系拱橋換施工中的成功應用。
  14. Chapter 4 time - dependent computational simulation of the response of cable - suspension feed system in gusty wind based on the time - independent structure finite element method, and with consideration of the movement laws of cabin, a 3 - d time - dependent structure finite element model formulated by a new method named iss method ( instantaneous structure supposition method ) to deal with the vibration response of cable - suspension feed system in gusty wind is presented. in the model, all sources of geometric non - linearity, cable sag and changes of cable geometry due to large displacement, are fully considered

    基於時不變結構的有限單元法,在綜合考慮饋源艙運動規律的基礎上,提出了時變系統的瞬時結構假定法,通過將懸離散為單元,建立了系統的時變有限元模型,該模型充分考慮了懸的垂度和大變形等幾何非線性因素,應用ne 。
  15. A database search revealed that the putative sequence of the red gene shows 40 - 50 % identity with those of uroporphyrinogen iii methyltransferase ( encoded by coba gene ) from various kinds of bacteria. an over - expression of the coba gene in e. coli was reported to lead to an accumulation of trimethylated derivative of porphyrin termed trimethylpyrrocorphin and factor ii, which emit strong red fluorescence under uv

    在ddbj中搜到多種細菌來源的coba基因(編碼uroporph仰nogenhmethyltransferase )與redsene有40 50的同源性,並據報道,其中一個來源於pmpboibaclerilllaslldelll切chit的coba的基因,轉人大腸菌、酵母菌及動物細胞后能使表達載體在紫外線下發射紅色熒光。
  16. And, seven formfinding methods for tensegrity systems were studied. matrix analysis is essential for such flexible structures as cable - strut and cable - membrane structures, so are tensegrity systems

    膜等等柔性結構的分析離不開矩陣分析,張拉整體結構也不例外。
  17. ( 4 ) about anchor tie, the software applies two specifications for the user choice

    ( 4 )對于錨)加固設計,軟體採用兩種不同的規范供用戶選擇。
  18. During the stability analysis, the safety coefficient and the most dangerous slipped layer of soil slope retained by compound soil nailing was studied. the stability of soil nailing was calculated. then, the influence functions of water, prestressed anchor and cement - soil retaining wall and front small - piles in the compound soil nailing system were studied

    在穩定性分析中,研究了復合土釘支護時土坡穩定的安全系數:介紹了最危險滑裂面的確定方法並採用幾何參數控製法來確定土體的最危險滑裂面;計算了土釘支護土體時的穩定性;研究了水、預應力錨) 、水泥土攪拌樁以及超前微樁對復合土釘支護時土體穩定性的影響作用並給出了相應的計算公式。
  19. By analyzing a monofilament cable, it is presented the conclusions that the influencing factors of the load - carrying properties of flexible supporting s stem include the initial prestress the diameter of tension rod or cable, the rise ratio and the height of the structure etc

    通過對單根拉結構的力學分析,提出影響這種結構剛度和承載性能的因素主要包括:初始施加預應力的大小、拉)的直徑、結構的腹高比以及結構的高度等。
  20. The content of this research mainly include : 1 ) with the increasing loss of tie bars ’ sections, variation laws of cable force, internal force and displacements in each monitoring spots are analyzed on work conditions of constant load, light rail, automobiles and temperature. on this basis, the evaluating indexes of safety state of tie bars are determined

    主要研究內容為: 1 )分析了恆載、輕軌、汽車和溫度作用工況下,隨著系截面損失的增大,系桿索力和橋梁各監測點內力及位移的變化規律,確定了評估系安全狀態的評估指標。
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