simple shear 中文意思是什麼

simple shear 解釋
純剪斷
  • simple : adj （ pler; plest）1 單純的；簡單的，簡易的；輕便的。2 質仆的，自然的，天真的；樸素的；率直的，...
  • shear : vt vi （sheared 〈古語〉 shore; shorn sheared）1 剪（羊毛等）；修剪（樹木）；剪（呢絨的）長毛。2 ...
  1. Furthermore, shear type is simple shear - dominated at the early stage by analysis of wk from the method of polar mohr and pure shear component increases at the late stage by the methods of ecc. much synthetic extensional crenulation cleavage ecc is found in mylonitic rocks zone

    不同方法求得運動學渦度wk介於0 . 453 ? 0 . 809間，表現為一般剪切作用類型，其中早期為以簡單剪切組份為主、晚期為以純剪組份為主的一般剪切作用類型。
  2. This verifies the equivalence of pure shear and simple shear.

    這就證明了線剪切與簡單剪刀的等價性。
  3. The hanging wall of sag extended in southeast direction, with the tulage fault being the boundary fault. yinggete - bagemaode metamorphic core complex developed adjacent to northwest of chagan sag, which evolved from late jurassic to cretaceous with three - layer construction style. the kinematics mechanism of metamorphic core complex and chagan sag is a simple shear model, chagan sag extended and faulted as the metamorphic core complex rised

    在查干凹陷西北側發育英格特?巴格毛德變質核雜巖帶，可能具有三層結構模式，其形成與演化時代為晚侏羅世末?白堊紀；該變質核雜巖與查干凹陷的運動學機制為統一的簡單剪切模式；在變質核雜巖隆升的同時，查干凹陷發生伸展斷陷。
  4. Simple shear mode and rheology gauge of rhombic boudins

    菱形石香腸簡單剪切成因模式及其構造流變計
  5. Abstract : it presents the law of “ the reverse is positive ” on how to evaluate the unknown force of statically determinate structure, the movement law of force vector for drawing the axial force diagram and shear diagram. and expounds the simple and convenient method of drawing the moment diagram according to the rubber band deformation, and the auxiliary teaching software corresponding to the above - mentioned methods. the methods are believed to save class hour and gain a better effect on teaching

    文摘:闡述了求靜定結構未知力的反為正規律；繪制軸力圖、剪力圖的力矢移動法則；按照橡皮筋變形繪彎矩圖的簡便作法以及與上述方法對應的計算機輔助教學軟體.相信這樣作，對教學可起到省課時、效果好的作用
  6. ( 5 ) based on an empirical formula, in terms of soil shear velocity, to evaluate soil liquefaction, which is simple to handle and prospective in further application, the author presents, in the probabilistic and fuzzy way, the formulae for the evaluation of liquefaction probability and fuzzy probability at given depths and for a fuzzy evaluation of liquefaction hazard of the total soil layers

    討論了當剪切波速具有隨機性時液化的發生概率，進而給出了確定場地液化和危害程度的發生概率，在此基礎上，結合液化和液化危害程度（等級）的模糊性，利用模糊事件的概率分析方法，提出了可同時考慮隨機性和模糊性場地液化和液化危害性的發生概率的計算方法。
  7. An important issue is that the dry bulk and shear modulus of sandstone are tightly correlated in a simple relationship with distribution of porosity, mineral composition, clay content, cementation, and differential pressure

    砂巖的乾燥體變模量和剪切模量與孔隙度分佈、礦物成分、粘土含量、膠結度和差壓的關系是嚴格相關的，這一點非常重要。
  8. Yinggete - bagemaode metamorphic core complex belt with three - layer construction is put forward, which evolved from late jurassic to cretaceous. the extensional simple shear model of the chagan fault depression is established. the tectonic evolution and the dynamics character of chagan fault depression and its adjacent mesozoic - cenozoic basins are discussed : at the end of triassic continental orogeny increased crust thickness crust uplift and denudation were happened ; jurassic was a period of local partly extensional collapse of erogenic belt and cretaceous was a period of widely extensional collapse of postorogenic erogenic belt ; cenozoic was a period of the development of stable intracontinental depression with the character of long distant collision response and weaked compression flexure

    討論了查干凹陷及鄰區中-新生代盆地構造演化及其地球動力學特徵，三疊紀（印支期）為陸內造山作用與地殼增厚、隆升剝蝕階段；侏羅紀（燕山早期）為造山後造山帶的局部伸展垮塌階段；白堊紀（燕山晚期）為造山期后大規模伸展垮塌作用與伸展盆地的發育階段；新生代（喜山期）為遠距離碰撞效應與弱擠壓撓曲性質的穩定大陸內坳陷的發育階段。
  9. These virtual simple shear mechanisms play a key role in idealizing the soil behavior under the initially anisotropic consolidation condition. in order to overcome the numerica

    這表明在對土工構築物和土工基礎進行二維分析時，運用多機構邊界麵塑性模型是合理的。
  10. Direct simple shear test

    室內土工試驗直接單剪試驗
  11. This thesis will present a new simple method to calculate the seismic response of the framed structures. this method calculates the effect of the first and second modal vibration. the first modal shear force of every floor distributes according to the shape which is close to the first modal shape

    本論文提出了一種新的計算框架結構地震作用效應的簡化方法，考慮前兩個振型的作用，對于第一振型的各層剪力，按照近似於基本振型的形狀分佈，第二振型各層剪力引用廖河山提出的方法計算，然後用將兩個振型的剪力「平方和開平方」的方法，計算得到各層剪力（總效應） 。
  12. Anisotropic parameters can be determined using six simple experiments, tensile tests ( or compression tests ) and pure shear tests

    摘要對於三維屈服函數，正交異性材料異性參數的確定需要單拉（或單壓） 、純剪切等六個簡單試驗。
  13. Dynamic simple shear test

    室內土工試驗振動單剪試驗
  14. Experimental study of drop deformation and breakup in simple shear flows

    簡單剪切流動中液滴斷裂機理
  15. Low - dimensional modeling and numerical simulation of transition in simple shear flows

    簡單剪切流動中轉捩的低維模式與數值模擬
  16. Simple shear apparatus

    室內土工試驗單剪儀
  17. By the use of a soil cyclic simple testing system firstly, which is inputted into our country very newly, cyclic simple shear tests of each layer soil are performed, and the dynamic characteristics of them are obtained

    並首次運用最新引進的循環單剪系統，對場地內各層土分別進行循環單剪試驗，確定了場地各土層的動力特性指標。
  18. These clearly demonstrate that the mcc formatted by long - history processes with poly stages. by strain analysis, the fabrics deformational style of the yagan mcc are mainly shearing type, the yagan mcc is mainly a thinning shear zone with volume loss, which varies from - 31 % ~ - 58 %. analysis of kinematic vorticity ( wk varies from 0. 453 - 0. 809 ) shows shear type of the shear zone is neither pure shear nor simple shear but general shear

    應變分析表明，亞干變質核雜巖主期變形為以剪切變形為主（羅德系數u在0 . 08 ? 0 . 32間）壓扁次之（ u0 . 89 ）的變形類型，核雜巖區為一有體積損失的減薄型剪切帶，體積損失率達- 31 ? - 58 。
  19. Standard test method for consolidated undrained direct simple shear testing of cohesive soils

    粘性土的壓密不排水直接樣品剪切試驗的標準試驗方法
  20. Each virtual simple shear mechanism is simulated by boundary surface plasticity model in the virtual stress and strain space

    其中最明顯的是位於與實際單剪方向一致的虛擬單剪機構。
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