撓曲的 的英文怎麼說

中文拼音 [náode]
撓曲的 英文
crooked
  • : 動詞1. (輕輕地抓) scratch 2. (擾亂;阻止) hinder 3. (彎曲,比喻屈服)yield;flinch:不屈不撓indomitable; unyielding
  • : 曲名詞1 (一種韻文形式) qu a type of verse for singing which emerged in the southern song and ji...
  • : 4次方是 The fourth power of 2 is direction
  1. Due to the multi - period tectonic movement and evolution of mechanical mechanism, syndeposition structures occur extensively in jiyang sag, the base of the sag subsided alternatively during the fault depression, which resulted in sinking of top bending and complicated block structure accordingly, reconstructed the syndeposition intensively, and produced the special structural landscape in combination with all levels of faults and sedimentary formations within it

    摘要濟陽坳陷由於受到多期構造運動影響,在前第三系古地形高點背景上廣泛發育同沉積背斜構造,然而由於坳陷在斷陷期基底滾動式沉降,造成頂部塌陷,形成復雜塊斷結構,使本區同沉積構造發生強烈改造,往往與各次級斷層或沉積地層相復合,表現出獨特構造景觀。
  2. The torque motor received dc current signals from the electric control and applies torque to the single - piece armature and flapper which is supported on a torsion flexure

    力矩馬達接收來自電氣控制器直流電信號並將力矩施於由轉矩支撐整體式電樞及擋板。 ?
  3. Textiles glass. woven fabrics. determination of conventional flexural stifness. fixed angle flexometer method

    紡織玻璃纖維.機織織物.常規硬性測定.用固定角度彎計測定方法
  4. A still more difficult distinction is that between a sharp flexure and a fault.

    區別尖銳和斷層更加困難。
  5. And results are : ( 1 ) analyze the force and distortion on pipeline under collapse and gulch in theory. on the base of beam deformation, analyze the bending moment and deformation of pipeline with frusta and without frusta. calculate a true problem, contrast the differences between pipeline with frusta and one without frusta, draw some conclusions

    得到主要結果為: ( 1 )基於彈性地基理論和彈性梁線理論,給出了管道在固定墩(相當跨越河溝情況)和無固定墩(相當坍塌和沖溝情況)變形微分方程,並分析了當量軸力為拉力或壓力時管道變形和受力情況。
  6. As an application of this fem preprocessing system, the simulation on the welding process of missile ’ s oil box was performed, in which the effects of the welding sequences of four web plates and welds on each web plate are primarily analyzed. the simulation results show that the deformations under varied welding sequences are almost the same. downward deflection deformation is obtained along the weld longitudinal direction in the structure as well as upward deflection deformation along the weld traverse direction

    對于某型號導彈油箱結構焊接過程數值模擬計算,主要考察了每塊立板上各段焊縫焊接順序調整、四塊立板之間不同焊接順序以及焊接起始端選擇對結構焊后變形影響規律,模擬結果表明:壁板在各種焊接順序下整體變形規律基本相似,即焊後壁板沿焊縫縱向發生了向下變形,中部向下變形量最大;沿焊縫橫向發生了向上變形,壁板兩端部變形量較大,且壁板前端變形大於壁板後端。
  7. Cooperative action between row of piles and ring beam during excavation procedure

    排樁與圈樑協同作用下考慮開挖過程方程法
  8. According to eigenvalue equation ( general formula ) of the energy method of the plane steel frame structure stability, and considering the restriction of the end of the column of the main steel frame and function of deflection curve gained from the differential balance equation general resolution, we get the equation for calculating the length coefficient of the main frame structure stability of the steel arch gate and the resolutions are also given

    根據平面剛架穩定性能量法特徵值方程(通式) ,考慮弧形鋼閘門主框架柱柱端約束特殊情況,求出線函數(試解函數)通解,得到弧形鋼閘門主框架柱穩定性計算長度系數方程。其中弧門主框架主橫梁式形框架臨界荷載比較現行規范推薦有限元法簡單方便、結果精確及物理概念明確等優點。
  9. The meso - cenozoic evolution of bachu fault - uplift is closely related to its south and north subsiding foredeep. under the background of indian plate subducting under asia - europe plate, bachu forebulge was greatly affected by the development of southwest depression and awati depression. almost all of its structure reversed, and as a result of it, both of its south and north boundary migrated. according to its evolution history and its feature, the authors tentatively use both - side migration model to interpret the evolution of compound forebulge. since triassic, almost all the spheres above lithosphere synchronously became flexure. because transpressional stress field became increasingly strong, bachu forebulge continued uplifting and big faults formed. then, bachu uplift, as a whole, slipped upward along those big faults and showed migrating toward thrust zone in plane. in tectonic tranquility, the lithosphere bounded back and in consequence of it, bachu uplift slipped down and showed migration toward craton, at that moment negative inversion structures developed. while the forebulge migrated toward its south and north foredeep, it was very possible that locally extensional stress appeared in the forebulge

    在印度板塊向歐亞板塊俯沖大背景下,巴楚前緣斷隆受西南坳陷和阿瓦提凹陷影響,新生代時構造體制發生反轉,邊界向南北遷移。根據其發育過程特徵,作者用復合前緣隆起兩端遷移模式對復合前緣隆起獨特構造發育史進行了解釋:即三疊紀以來巖石圈各圈層同步變形。隨著擠壓應力場增大,巴楚隆起在基礎上不斷抬升,形成幾條大型斷裂帶。
  10. In the hogging condition, double bottom and the side shell remain the ultimate bucking strength, deck and upperwing tank remain the yield stress, and the other parts keep elasticity. then the key to calculate the ultimate strength of ship hull girders is to ascertain the ultimate bucking strength of the stiffened panels. in this regard, the developed formulation is designed to be more sophisticated than previous simplified theoretical method for calculating the ultimate strength of stiffened panels under combined in - plane bending and lateral pressure. fabricatio n - related initial imperfections ( initial deflections and residual stresses ) are included in the panel ultimate strength calculation as parameters of influence. all possible collapse modes involed in collapse of stiffened panels, including overall buckling collapse, column or beam - column type collapse, tripping of stiffeners and local bukling of stiffened web are considered

    確定了船體梁整體破壞時剖面應力分佈之後,關鍵在於確定板架極限屈強度。本文充分考慮了在縱向彎、橫向壓力作用下加筋板可能發生幾種破壞模式,即板架整體屈破壞、樑柱形式破壞、筋側傾、腹板並同時考慮了初始焊接殘余應力、初影響,使其更精確計算加筋板強度。對于加筋板中加強筋腹板局部屈,採用解析法推導出筋腹板度方程及其邊界條件,求解相應方程,從而計算出腹板局部屈應力。
  11. Compared to the basins in east guangxi, the basin of north guangxi is characterized by lower depositional and tectonic subsidence rate during rifting, longer thermal subsidence, later inflexion point from rifting to foreland buckling, as well as later inflexion point separating stable stage from active stage during foreland - buckling

    但與桂東大瑤山地區相比,桂北興安地區在裂陷階段沉積速率和構造沉降速率明顯偏低;熱沉降階段持續時間偏長;裂陷階段與前陸階段分界拐點偏晚;前陸階段,由構造寧靜期緩慢沉降向構造活動期快速沉降轉化分界拐點也偏晚。
  12. Depositional cycles on basin scale have been interpreted as the result of depositional response to tectonism such as episodic rifting, polyphasic compressive flexural subsidence and reversion, and differential subsidence of fault blocks ; while the formation of high frequency sequences was attributed to variation in lake level and sediment supply

    盆地規模沉積旋迴多是盆地幕式裂陷、多幕擠壓沉降、多期構造反轉、斷塊差異沉降等構造作用沉積回應;高頻層序單元發育則主要與湖平面和沉積物供給量變化有關。
  13. A compliance coefficient is a particular kind of flexibility-influence coefficient.

    柔度系數是影響系數一種特殊類型。
  14. Test method for measuring warpage of ceramic tile

    測量瓷磚試驗方法
  15. Test methods for static bending fatigue of fine ceramics

    精細陶瓷靜態疲勞試驗方法
  16. Testing methods for flexural strength of adhesive bonds

    膠粘劑粘合點抗強度試驗方法
  17. Dq method for the deflection of thin rectangular plates

    矩形薄板線性彎微分求積法研究
  18. Plastics piping systems - glass - reinforced thermosetting plastics pipes - test method to prove the resistance to initial ring deflection

    塑料管道系統.玻璃增強熱固性塑料管.驗證抗初期環狀物撓曲的試驗方法
  19. Testing methods for rubber and plastics hoses - part 8 : hydraulic - pressure impulse test without flexing

    橡膠和塑料軟管測試方法.第8部分:無撓曲的液壓脈沖試驗
  20. Plastics piping systems. glass - reinforced thermosetting plastics pipes. test method to prove the resistance to initial ring deflection

    塑料管道系統.玻璃纖維增強式熱固塑料管件.檢驗初始環撓曲的試驗方法
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