整體破壞 的英文怎麼說

中文拼音 [zhěnghuài]
整體破壞 英文
general demolition
  • : Ⅰ形容詞1 (全部在內; 完整) whole; all; complete 2 (整齊) neat; tidy; orderly Ⅱ動詞1 (整理; 整...
  • : 體構詞成分。
  • : Ⅰ動詞1 (完整的東西受到損傷) be broken; be damaged 2 (使損壞) break; break down; damage 3 (使...
  • : Ⅰ形容詞1 (不好的; 惡劣的; 使人不滿意的) bad 2 (表示程度深 多用在表示心理狀態的動詞或形容詞後面...
  • 整體 : ensemble; whole; entirety
  • 破壞 : 1 (使建築物等損壞) destroy; wreck; ruin 2 (使事物受到損害) do great damage to; do harm to; da...
  1. But the whole effect is spoiled when i look at them - at tetralani, five feet ten in her stocking feet and weighing a hundred and ninety pounds, and at barillo, a scant five feet four, greasy - featured, with the chest of a squat, undersized blacksmith, and at the pair of them, attitudinizing, clasping their breasts, flinging their arms in the air like demented creatures in an asylum ; and when i am expected to accept all this as the faithful illusion of a love - scene between a slender and beautiful princess and a handsome, romantic, young prince - why, i can t accept it, that s all

    可是我一看見他們倆,個效果就了。我看特綽蘭尼,兩條胖腿,身高五英尺十英寸,重一百九十磅再看巴瑞羅,只有可憐的五英尺四英寸,一張油光光的臉,一副鐵匠般的胸脯,卻矮墩墩,不夠尺寸。再看看這一對,裝腔作勢,抓著胸脯,像瘋人院的狂人那樣在空中揮舞著兩條胳膊,卻要我承認那是一個美麗窈窕的公主跟一個英俊瀟灑的年輕王子的戀愛場面嗨,我就是接受不了,只能接受不了。
  2. According to specificities for jointed rock mass, multiple sliding failure of a jointed rock mass is presented, due to accumulation of stress along bedded plane of rock mass and destruction of remnant intact rock bridges between bedded planes and joints

    摘要針對節理化巖的自身特點,提出沿巖層面產生的應力集中以及層面與節理之間的殘餘完巖橋,將可能導致巖產生復合式滑移
  3. Domino effect occured while the anchor cable group was destroyed

    指出群錨整體破壞形態存在傳遞多米諾效應。
  4. We found nuclear deformation lymphocytes with increased heterochromatin and impaired thymus epithelium cells with increased lysosomes and deformation of mitochondrias. ( 4 ) effects on mouse liver of so2 challenge : so2 can cause significant liver injury. he staining showed several kinds of necrosis of liver including spot necrosis, focal necrosis and submassive necrosis infiltrated with lymphocytes, monocytes, few neutrophils and eosinophils ; tem observation showed fatty degeneration with dispersion of fatty droplets and dilation of rough endoplasmic reticulums, acid degeneration with significant hyperplasia of mitochondrias, necrosis of hepatocytes with karyorrhexis and other organelles losing their normal structure

    ( 4 )二氧化硫染毒對小鼠肝臟的組織學結構有明顯影響,可引起肝臟點狀死、灶狀死甚至片狀死,伴隨不同程度的炎性細胞浸潤;透射電鏡觀察發現二氧化硫可引起肝細胞脂肪變性、嗜酸性顆粒變和死,脂肪變肝細胞中可見大小不等的脂滴存在,嗜酸性顆粒變肝細胞中可見線粒明顯增生,死肝細胞可見細胞核結構,細胞器減少,細胞膜不完
  5. This view of holism is important in practice when the present ecological crisis faces increasingly the human being

    當環境作為文明危機日益展現在人類面前時,柏拉圖的這一論見解尤其顯得具有實踐意義。
  6. Although buffeting may not cause the bridge destroyed in whole, it can induce the fatigue for structure elements if it is not carefully dealt with. the excessive amplitude of vibration may also jeopard driving and pedestrian so as to make them not comfortable and safe

    雖說抖振一般不會引起橋梁的整體破壞,但如果處理不好,也會使橋梁局部某些構件產生疲勞,而且過大的抖振振幅也會危及行車和行人的舒適與安全。
  7. The structural system has considerable energy - dissipation capacity, so can be generalized and used in medium seismic zones. due to exerting prestress, the structure has satisfiable self - centering capability

    結果表明,該結構形式若設計得當,是可以形成梁鉸耗能機構及整體破壞機制的,且該結構形式具有一定的耗能能力,可以在中等地震區推廣使用。
  8. 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

    確定了船整體破壞時的剖面應力分佈之後,關鍵在於確定板架的極限屈曲強度。本文充分考慮了在縱向彎曲、橫向壓力作用下加筋板可能發生的幾種模式,即板架的屈曲、樑柱形式的、筋的側傾、腹板的屈曲並同時考慮了初始焊接殘余應力、初撓度的影響,使其更精確的計算加筋板的屈曲強度。對于加筋板中加強筋腹板的局部屈曲,採用解析法推導出筋的腹板的撓度方程及其邊界條件,求解相應的方程,從而計算出腹板的局部屈曲應力。
  9. Experimental study on that 532nm 、 1064nm 、 1319nm 5khz frequency pw laser irradiate the ccd respectively. with the data of experiment, the thresholds of laser power density that induce ccd saturation, crosstalk and irreparability damage were calculated. the phenomenon that 532nm 5khz laser can induce part of ccd functional damage but absolutely damage was found

    根據實驗數據計算了532nm 、 1064nm高重頻脈沖激光使ccd出現飽和、串擾以及被的功率密度閾值;實驗發現一定功率密度的高重頻532nm脈沖激光可以使ccd局部損傷而不致整體破壞;實驗進一步證實了1319nm激光不能使可見光ccd產生響應。
  10. This paper primary research and achievements that concerned about the dynamic stability for jindui city artificial filled relax high slope has been made as follow : ( 一 ) in the nature condition, utilizing finite - element method and engineering geology technique, gained the type, mechanism, rule of the deformation and destruction of the slope as below : the type of unitary destroy ; the shallow part destruction

    本文主要從以下幾個方面對金堆城排廢場人工堆積鬆散高邊坡進行動力穩定性研究: (一)利用有限元模擬結果,結合野外工程地質調繪,得到研究區人工堆積高邊坡在自然條件下,有如下幾種變形及類型:整體破壞( a ) ? ?蠕滑拉裂型、整體破壞( b ) ? ?拉裂滑移型、表部( a ) ? ?細溝、沖溝型、表部( b ) ? ?滑塌型。
  11. The alternative defensive ability of structures refers to their ability to adjust the internal forces automatically to avoid the continuation of damage and maintain the whole structure stability when local members failed unexpectedly due to abnormal events or severe local overloading

    摘要結構的二次防禦能力是指結構因突發事件或局部嚴重超載而造成部分構件突然失效時,結構自行調內力、阻止過程的延續、保證結構不發生整體破壞的能力。
  12. From the point of view of load bearing capacity and energy dissipating, with rdw being 6. 5, the specimens behavior best. 4 all the failure modes are interpreted in the view of structure mechanism

    從試形態,極限承載力以及耗能能力來看,肢厚比等於6 . 5的2個短肢墻結構性性能較好。
  13. Integral destroy load

    整體破壞負荷n
  14. Whole set break load

    整體破壞負荷n
  15. Based on the previous research results, the test study on quasi - static seismic resistance behavior of the monolayer and single - stride prestressed concrete flat - beam frame structures are mostly carried through. the low - cyclic reversed loading test of two frames with the same size and the same intension grade are conducted. one frame is made of ordinary concrete, the other is made of steel - fiber concrete

    研究結果表明:將鋼纖維摻入混凝土中用於框架結構,能使預應力扁梁框架具有足夠好的抗震性能,只要設計得當,可以形成梁鉸耗能機構及整體破壞機制,且具有較好的耗能及抵抗強震的能力。
  16. There are many factors that made modern high building ’ s graphic layout become increasingly complex and irregular. those factors including the raising of china economic level, people ’ s aesthetic capacity to building already become more strict than before and the extremely fierce market competition in construction business. therefore, in high - rise building ’ s design, how to reduce even avoid all kinds of high - rise building ’ s potential damage caused by irregular horizontal layout

    高層建築結構設計中,平面布置規則性是必須仔細考慮的因素,由於不規則平面布置結構其平面質量中心即外荷載合力作用點同剛度中心不重合,導致同層構件同一方向上產生不同位移,使結構繞剛心發生扭轉,嚴重時導致結構整體破壞,所以在實際結構設計中,必須對結構平面布置不規則問題提起足夠重視。
  17. The critical crack and stress put forward provides theoretic foundation for monitoring portal machine. 3. applying steady theory of board, studying the problem of early curvature, flexibility model, welding remaining stress, elastic transmutation and brace condition and so on, conclude that structure of beam is primary place where metal structure of portal crane lose stabilization and the break of main beam is result of losing partial stabilization of main board

    文章提出的界限應力和臨界裂紋對于港口機械的監測提供了理論依據; 3 、運用板的穩定理論,探索了作為薄壁構件的門機金屬結構在失穩中所涉及到的初曲率問題、彈性模量問題、焊接殘余應力問題、彈塑性變形問題以及支承條件問題等,得出了門機金屬結構發生失穩的主要部位為臂架結構,且主臂架的折斷是由於受壓翼板局部失穩引起整體破壞; 4 、探討了焊接對結構承載的影響。
  18. This thesis used along caldwell ' s direct calculation method of the ultimate strength of ship hull girders, considered the double bottom and upperwing tank to ship ultimate strength contribution, first defined the stress distribution of the whole section of the ship girders. that is : in the sagging condition, deck and side shell of nearby deck remain the ultimate bucking strength, double bottom remain the yield stress. and the other parts keep elasticity

    本文沿用caldwell等人直接計算船極限強度的思想,考慮雙層底和頂邊水艙對船極限強度的貢獻,首先將船整體破壞時剖面應力分佈確定為:在中垂狀態下,甲板及甲板附近的舷側均屈曲,雙層底區域則均屈服,其他部分保持彈性狀態;在中拱狀態下,雙層底及之間的底舷側均屈曲,甲板及頂邊水艙區域均屈服,其他部分則保持彈性狀態。
  19. Then, a step - by - step increase of vertical curvature is applied to the hull girder assuming that the plane cross section remains plane. at each incremental step, the stress of the cross section is evaluated using the average stress - strain curves of the elements as well as the incremental bending moment due to the curvature increment. performing sample calculations on existing girder models tests under pure bending, the rationality of the proposed method was examined

    假設船橫向框架材足夠強,因而板架的整體破壞不會發生;基於梁?柱理論、理想彈塑性假設、平面假設,建立了拉伸和壓縮加筋板單元的平均應力?應變關系曲線,應用船結構總縱極限強度的簡化逐步分析方法計算船總縱極限彎矩,並據此開發了計算程序sus 。
  20. Applying strain - energy distributing theory during col1iding and energy ruler during colliding, the paper put forwards the critical velocity equation which rock - mass destroy when colliding occuf, and other severa1 equations to make certain average velocity and motion direction after collide. at the same time, the equation to make certain the value of energy to make rock - mass destroy has been deducted, and on the base of this, the paper brings forward the equation to calculate average diameter after rock - mass falls into pieces by the way of word - cost theory. accordingly, the paper perfectly studies the effect of falling into pieces in the course of landslide colliding

    ( 3 )首次應用碰撞過程應變能「分配」原理及巖的能量條件,導出了滑坡巖在碰撞時發生的臨界速度公式及碰撞后滑坡巖的平均速度和運動方向的確定公式,導出了碰撞過程用於巖碎的能量計算公式,並在此基礎上,利用功耗原理,提出了滑坡巖碎后平均塊度的計算關系式,從而較完地分析了滑坡巖碰撞的解碎效應。
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