橫分裂 的英文怎麼說

中文拼音 [héngfēnliè]
橫分裂 英文
transverse division
  • : 橫形容詞1. (蠻橫; 兇暴) harsh and unreasonable; perverse 2. (不吉利的; 意外的) unexpected
  • : 分Ⅰ名詞1. (成分) component 2. (職責和權利的限度) what is within one's duty or rights Ⅱ同 「份」Ⅲ動詞[書面語] (料想) judge
  • : 裂動詞[方言] (東西的兩部分向兩旁分開) open
  1. The studied deposit area is located on a monocline geotectonic unit divided by several groups of faults. therefore, the secondary widen transverse and lognitudinal drapes may have great influence on ore forming and location

    礦區基本構造為一個被幾組斷破壞的單斜構造,其上發育的次一級的開闊型向和縱向褶皺對礦床的形成和空間定位起著十重要的作用。
  2. On basis of the facts that all tubiform petal only occurs in the highflower of prolification flower ; and except the tubiform petal, the rest of the highflower petals always have the transforming development carpellary disc in the dorsal base ; as well as there are distinctive shape and anatomy structure, a viewpoint that the tubiform petal corns from the together petaloid developing of carpel and carpellary disc has been put forward. furthermore, the jointly petaloid development process and feature of the tub

    基於筒狀花瓣僅僅出現在部臺閣化程度較高的臺閣型花的上方花中,而且在上方花中多數過渡態花瓣背面的基部,常常出現形狀和大小各異的瓣化了的房衣,以及筒狀花瓣切面特殊的形態和細胞組織特徵,提出筒狀花瓣是心皮和房衣組織原細胞共同瓣化並聯合發育形成的觀點。
  3. The zygote is divided by a transverse wall to form an epibasal segment which gives rise wholly to the shoot.

    合子以向壁形成產生苗的基上節片。
  4. The highlights of this paper include : hoop toughness criterion for longitudinal heat checking of tool joint was introduced firstly ; failure criterion for crescent - shaped wear casing was established according to the results of full - scale collapse tests ; new - typed alloy for hardbanding of tool joint was developed, its property has showed good performance in the tests

    本文的主要創新點在於:以現場失效案例析為基礎,提出了鉆桿接頭縱向熱向韌性判據;通過對已磨損套管的實物擠毀試驗研究,確定了不均勻磨損套管的擠毀失效準則;設計出了具有獨立知識產權的鉆桿接頭硬化帶用新型耐磨減摩合金的成,經實驗室試驗表明其性能可以達到或超過國外同類產品。
  5. The high or low velocity anomalies ' s locations are consistent with the uplift and depression respectively, and their contacting boundary always correspond the faults exposed on the ground ' s surface. the basement interface that is the bottom interface of the sedimentary cover undulates strongly

    上部地殼高速異常和低速異常別與地表的隆起和坳陷高度一致,高速異常和低速異常的接觸帶往往與地表的斷位置有良好的對應關系,沉積蓋層底部的基底界面向上起伏變化較大。
  6. Abstract : refering to different rules on temperature gradient in five specifications, the paper calculates transverse stresses of temperature c hange for concrete box girders of three bridge types, as well as makes an analysi s of temperature sensitivity. the results indicate that temperature effect is one of important reasons causing the bridge deck crack

    文摘:參照4個國家5種規范關于溫度梯度的不同規定,對3種不同橋型的砼箱梁的溫變向應力作了計算和比較,並對溫度敏感性作了析,結論表明溫度效應是橋面開的重要原因之一
  7. The results show that : 1 ) the effects of interface on waves scattering are stronger in the structure with the interface perpendicular to the direction of fracture normal than that in the structure with the interface parallel to the direction of fracture normal. 2 ) when the interface is perpendicular to the direction of fracture normal, the amplitude of reflected waves and converted s - waves are higher and there are the sub - p - and sub - s - wave. 3 ) when the elastic waves propagating in the multi - stripe model, wavesforms become complex due to multiple scattering on interfaces

    研究結果表明: 1 )界面與縫排列方向平行時,界面對波的散射作用大於界面與縫排列方向垂直時的情況; 2 )當界面與縫排列方向平行時,在界面上產生的反射波及轉換的波幅度較大,並且有次級縱波和波產生; 3 )彈性波在多條紋結構中傳播時,在界面上產生多次散射使得波形十復雜。
  8. In order to show the scattering and complex mode - conversion clearly, the total field is decomposed into longitudinal and transverse parts and the scattered field is obtained by subtracting incident wave from the total field

    通過對縱波的離和在全波場中對散射波的離,清晰地顯示了紋對脈沖超聲波的散射和復雜的模式轉換。
  9. In a little district west of washington square the streets have run crazy and broken themselves into small strips called " places. " these " places " make strange angles and curves

    在華盛頓廣場西邊的一個小區里,街道都七豎八地伸展開去,又成一小條一小條的「衚衕」 。
  10. With the actual locale incestigating, the actual locale testing and the theories analyzing of the reason of the diseases producing of the exceed limit of horizontal swing and steel pole ' s break, and summaried the reinforcing measure of the top bear armor plate beam

    通過對京廣線鄭州黃河大橋40米上承式鋼板梁向擺動嚴重超限及鋼梁桿件斷等情況的現場調查、現場測試和理論析及病害原因產生的機理,總結提出了上承式鋼板梁的加固措施。
  11. Seismic survey is a new method used to civil engineering area in recent years. it was widely applied to survey or detecting of roadbase, dam base, foundation of building, tunnel, river bed, lake bed and etc. the chief methods are reflection method, refraction method, wave velocity testing, surface ware survey and transverse wave suivey. seismic survey can divide different layer, measure the incidence of sediment stratum, detect the structure of rock, test the handle effect of surface wave survey, we can calculate the carrying capacity of foundation and other mechanical parameters. this technique can give service to some big engineering departments such as highway developing company, survey design company, water supply company, plan bureau, construct bureau etc

    應用於工程的主要方法有反射波法折射波法波速測井面波法及波勘探等。地震勘探能詳細劃地層高精度地確定沉積地層的傾角能夠準確探明巖體構造褶皺斷層破碎帶隙帶對于回填工程路基壩基,地震勘探可以檢測其回填處理效果對于隧道工程,可以探測隧道洞體的圍巖類及洞口地質情況利用面波勘探所得到的瑞利波速度,可以準確推算地基的承載力動彈模量等力學參數。
  12. In this thesis, analysis of whole performance and interior mechanism of plain soil slope and soil nailing wall with flag finite difference program has been carried out. at the same time, the impacts on the internal force distribution of soil nailing and the deformation of soil nailing wall of many factors, including the connection between face shield and soil nailing, the friction decline between soil nailing and soil, the shear force & bending moment resistance of soil nailing, the cement crack in soil nailing, face shield, excavation, the obliquity of slope, and so on are studied in this thesis

    本文通過flac有限差程序,析了素土基坑和土釘墻體的整體性能和內在機理,研究了土釘和面層的連接變化、土釘表面性能的下降、土釘的向抗剪抗彎作用、土釘漿體的開、面層的有無、基坑的開挖過程、基坑放坡角度等因素對土釘內力佈和土釘墻變形的影響。
  13. 3. the two stages of primary creep and steady - state creep of 3d c / sic correspond to the gradual saturation of matrix crack and the opening of these cracks respectively. the transverse crack is the main contributor to the macroscopic creep strain of 3d c / sic, and its opening is controlled by the creep temperature

    ( 3 ) 3dc sic復合材料的減速蠕變階段和穩態蠕變階段別對應著基體紋趨于飽和和逐漸張開這兩個過程;向基體紋是3dc sic復合材料宏觀蠕變應變的主要貢獻者,溫度是影響紋張開速度的一個重要因素。
  14. The crack analysis and repair method of cross beams in steel constructed factory buildings

    鋼結構廠房梁開析與修復
  15. Especially for the longitudinal heat checking of tool joint, the hoop toughness criterion of tool joint material was put forward to prevent the heat checking. based on analysis for field failure cases, minimal hoop impact work by means of mechanical calculation has been obtained, which can be used to modify the relevant contents of api rp7g

    特別針對鉆桿接頭縱向熱問題,提出了控制接頭材料的向韌性判據,並以現場失效案例析為基礎,經力學計算初步確定了最低向沖擊功要求,可用於完善修訂apirp7g推薦做法的有關內容。
  16. The materials by which to make orthotropic model with controlled crack parameter were attempted to develop at laboratory. shear wave splitting was observed in three different directions in small scale samples

    在實驗室內,嘗試了研製可控隙密度的正交各向異性模型材料,並在製作的小塊樣品的三個方向上觀測到了
  17. Standard test method for compressive strength of soil - cement using portions of beams broken in flexure modified cube method

    梁彎曲斷測定摻土水泥抗壓強度的標準試驗方法
  18. ( 3 ) we can detection the azimuth of crack growth by abnormal amplitude or the discrepancy of wave - speed. ( 4 ) we can guess whether crack contains fluids by the change of p - wave speed. second, using pore model, under press and temperature, we have studied the influences of pore density on the characteristic parameters of seismic wave

    第一、利用人工縫模型,研究了縫密度、方位和張開度的變化對地震波屬性參數的影響,根據實驗結果,總結出:可利用的不同程度來檢測縫密度的高低;可利用縱波的振幅、主頻、衰減(或品質因子q )和主振幅的變化來檢測縫張開度的變化;可利用速度的差異和振幅異常來檢測縫發育的方向;可利用縱波速度的變化來推測縫中是否含流體。
  19. Shear wave splitting was observed by employing torsion vibration shear - wave transducers with broadband, which show that shear wave, whatever it ' s vibration mode may be, can split in anisotropy media

    在各向異性介質中,使用寬頻帶扭轉振動波換能器觀測到了現象,表明在各向異性介質中無論什麼振動方式的波中都會發生
  20. The tower shafts, most of which are hollow and varying in cross section, and altitudinal construction bring trouble to the form work and the stress of strand wire. and the cracks on the crossbeams will be caused by the following - deformation of the bracing structure joints, elastic deformation , uneven settlement and temperature changes. the additional stress of the base slab and the foundation is caused by the deviation of cable bent tower construction

    但大跨度橋梁混凝土索塔施工設備進場及現場管理都比較困難;塔柱多為空心變截面,且為高空作業,給模板工程及預應力張拉帶來一定困難;支撐系統連接的間隙變形、彈性變形、不均勻沉降以及環境溫差可導致縫;索塔施工偏位會引起的承臺和基礎的附加應力,對加勁梁的架設影響大;懸吊結構未完體系(架設時)施工階段的風致振動往往影響到施工的安全和質量;實心塔柱部體積較大,易產生溫度縫。
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