雜形的 的英文怎麼說

中文拼音 [xíngde]
雜形的 英文
heteromorphic
  • : Ⅰ形容詞(多種多樣的; 混雜的) miscellaneous; varied; sundry; mixed Ⅱ動詞(混合在一起; 攙雜) mix; blend; mingle
  • : 4次方是 The fourth power of 2 is direction
  1. The grid generation of complex - shaped aerocraft is researched using the concrete object of dispenser

    本文以外飛行器? ?布撒器為研究對象研究復網格生成。
  2. Called " the audubon of this century " for the variety and proficiency of his marine photography, photographer david doubilet has mastered the use of light to produce what one national geographic editor calls " customary superb doubilet shots. " among them is this, a light - drenched photo of sea lions swimming in the waters of the great australian bight in the indian ocean

    意譯:海底下彩色圖片誕生在攝影一種豬之魚,照片來自佛羅里達墨西哥海灣,由威廉博士長期和國家攝影師查爾斯?馬丁合作於1926年預備防水設備照相機和高曝光鎂閃光粉保證能夠在水下照明,他們成為水下攝影先驅者。
  3. The scielltific computational theories and methods on bird strike to the windshield of aircraft have been systematically studied and summed up in this thesis, such as fem comptltational principles and procedures to elastic dynamic problems under the conditions of small and non - linear finite deformation, 3d viscous elastic constitutive theory and incremelltal expression under the consideration of the rate effect of non - metallic materials like the aircraft windshield, and the numerical compatational principles and key constitutions for impact - contact dynamic subjects

    2 、系統學習並歸納總結了鳥體撞擊風擋結構問題中科學計算理論與計算方法。按照鳥撞問題數值計算方法逐步深入思路,系統總結了小變結構動力學有限元數值計算方法、有限變幾何非線性有限元數值計算方法、粘彈性體非線性本構物理關系;對于實施復結構有限元動力學計算載荷增量方法提出了對newmark差分改進以及進行材料與幾何非線性數值計算細致步驟。
  4. In allusion to diversified methods ' s shortcomings of solving girder ' s distortion, brings forward applying cantalever and finite progession method to analyze all girder ' s distortion, namely through frame analysis translates memory into analysis ; and use especial but simply method to solve common but complex problem, and expounds it through examples

    摘要針對求解梁變幾種方法不足,提出用懸臂梁及有限級數法分析所有梁,即通過懸臂梁結構分析,將記憶轉化為分析,用特殊而簡單方法求解一般而復問題。
  5. Examine how random events and novel occurrences are formatted into familiar, predictable, and recurring categories, each with its own pre - existing discursive model

    檢驗任一事件以及新鮮事,雖然具有式,最後如何被格式化成通俗、可預知以及循環發生范疇。
  6. 2. the technology of objectarx programming has been lucubrated. the 2d and 3d graphics of shaft parts have been automatically drawn by objectarx visiting the autocad database directly and entitative boolean calculation

    2 、深入研究了objectarx編程技術,通過對autocad數據庫進行讀寫操作,並採用實體間布爾運算解決了復立體圖和平面圖自動繪制。
  7. Furthermore, the dq value ranges of profile multifarctal spectra in different landform types and in different directions of the same sections perform different properties and anisotrpies. it can be concluded that the landscape fractal properties depends closely on the int ensity, manner and inhomogenity of exogenic and inogenic processess, and with the properties, we can study quantatively the dynamic geomorphic process. by using the same methods just above, local fractal dimensions d, crossover length tc and the multifractal spectra dq - q of two large - scale landform profiles ( across and along tianshan mountain ranges respectively ) are calculated. the results show that in the studied scaling range the two profiles perform different scaling properties, and both of them can be divided to three evident different linear scaling subsections

    不同類型地貌區二維地貌表面也表現出多度域分特徵,而且隨著觀測尺度增加,每個區間分維值均表現為依次減小,表明外營力作用影響逐漸被內營力作用所取代:不同類型地貌區在相應區間分維值表現為高山區中低山區盆地區,體現了不同類型地貌表面粗糙性或復差異,因此分維值大小可作為地貌表面外營力侵蝕作用強度重要指標:利用標度區間斷點和各種地貌類型表面分維值或宏觀效應趨於一致,提出5 - 6km左右可作為地貌宏觀臨界點,並且與利用地貌剖線研究所得到5km這一數值是基本吻合
  8. The stiff floor structure has bigger displacement and smaller internal forces. under seismic forces, frame with eiastic fioor has bigger vibration period, and takes on complicated modes of vibration. due to the big vertical rotation, structure with elastic floor shows more prominently coupling vibration of bending rotating and twisting

    如,彈性樓板結構位移比剛性樓板結構位移大,內力也是彈性樓板結構大;在地震力作用下,考慮彈性樓板變空間框架振動周期比剛性樓板框架長,而且其振型表現得也比較復,由於豎向扭轉位移較大,彈性樓板結構表現出更明顯彎扭耦聯振動。
  9. Results : in these 38 cases, the incidence came with the order of hydrocephalus, serous cavity fluidify, anterior abdominal wall defect, fetal hydrops

    在主要畸存在同時往往合併有其他畸存在,甚至是合併復多系統畸,而一些小合併畸較易漏診。
  10. Abstract : the mechanical analysis for arch bridge with flat hinge joints is a mechanical problem with non - linear boundary. mechanical analysis of methods at present is not clear, which can not calculate the arch bridge with changeable section and section with complicate shape. in this paper, the new method used to get the section resistance coefficient k is presented, the iterative procedure is established to calculate the internal forces of arch bridge with flat hinge joints, and the computational example is given. the method can apply to the arch bridge with any numbers of flat hinge joints and any shape section

    文摘:平鉸拱橋結構受力分析屬于邊界非線性力學問題,目前一些方法受力分析不太明確,對變截面、復狀截面等平鉸拱橋無法進行計算.針對這種情況,提出了確定平鉸截面抗力系數k新方法,建立了計算平鉸拱橋內力迭代演算法,並進行了實例計算,研究結果表明,這一方法對具有任意個平鉸、任意狀截面拱橋結構是適用
  11. Modern ultrasonic testing was developing towards intelligence, automation, visualization, digitization, miniaturization, standardization, multi functionality, information and many intersectional fields in order to apply ultrasonic scanning imaging testing to complex - shaped component and meet the demand of contemporary quality

    指出現代超聲無損檢測技術正向著智能化、自動化、圖像化、數字化、小型化、系列化、多功能化、信息化和交叉領域前沿方向發展,實現了復面復合構件超聲掃描成像無損檢測,滿足現代質量對無損檢測要求。
  12. The situation may be further complicated by the effect of rain and of irregularities in the terrain.

    影響以及復影響等都可能使情況更加復
  13. Steel decks, in other words, orthodox isomerism structures, are welded with various transverse and longitudinal reinforcing ribs. this results in the complexity of forces and deformatiort of the pavement layer above the deck

    鋼橋面板焊接在各種橫向、縱向加勁肋上,橋面板為正交異性板結構,決定了其上鋪裝層受力變性。
  14. Been hd, poolman rw, ubags lh, et al. clinical outcome and radiographic results after surgical treatment of post - traumatic thoracolumbar kyphosis following simple type a fractures. eur spine j, 2004 mar ; 13 ( 2 ) : 101 - 7

    齊強,陳仲強,郭昭慶,等。脊柱前方墊高-後方閉合截骨矯術治療胸腰段脊柱后凸畸初步報告。中華外科志, 2006 , 44 ( 8 ) : 551 - 555
  15. The garden was long and narrow ; a stretch of smooth turf extended down the middle, and at the corners were clumps of trees with thick and massy foliage, that made a background for the shrubs and flowers

    我把地仔細地觀察了一遍。花園是個長方,中間有一片光滑草坪,四角有枝葉茂密樹叢,樹叢中夾著矮樹和花草。
  16. In this paper, some flows around naca 0012 aerofoil, m6 wing and two different blunt vehicles are simulated, the results show that the present algorithm possesses good characteristics and capability for normal mach number and for hypersonic of simple configurations

    通過對naca0012翼型、 m6機翼、鈍頭以及雙鈍錐?柱體算例驗證,本文能很好解決一般馬赫數問題,能夠很好求解簡單外高超聲速問題,對于復飛行器還需要進一步進行研究驗證。
  17. History is not linear and agriculture is not plane geometry. human behavior is more complex than that

    歷史是非線,農業亦非平面幾何,人類行為則更為復
  18. The mechanical genesis of the complicated rock mass is because several times of tectonism in pro - period made the structure of rock mass in the right dam foundation damaged seriously and rock mass alteration made its mechanical character more anisotropy. after that the fractures in the right dam foundation slope were stretched at the beginning of the quaternary period because in the period yakouhoushan mountain quaquaversal dome was blowups quickly. at the same time, the valley trenching of lancang river reach to 800 - 1000 meter in altitude at the right bank in nuozadu dam site

    導致右岸巖體復成因是,右岸巖體在早期遭受了多期構造作用和巖體蝕變基礎上,第四紀早期丫口後山穹隆快速隆起與當時河谷下切至800m 1000m高程這一特殊因素組合引起了右岸巖體沿原有斷裂(裂隙)張開,使地下水等風化營力能夠到達坡體較深部位,經過長期風化卸荷作用,成了右岸復巖體。
  19. Non - linear side slip tire model in non - steady state

    考慮胎體復輪胎非穩態轉向特性半經驗模型
  20. The tectonic setting and implication of volcanic - magmatic complex from the upper - silurian bayinbuluke formation, southern tianshan

    侵入成環境及構造意義
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