橫向彈開 的英文怎麼說

中文拼音 [héngxiàngdànkāi]
橫向彈開 英文
lateral spread
  • : 橫形容詞1. (蠻橫; 兇暴) harsh and unreasonable; perverse 2. (不吉利的; 意外的) unexpected
  • : 彈名詞1. (彈子; 小球形的東西) ball; pellet 2. (內裝爆炸物, 具有破壞和殺傷能力的東西) bullet; bomb
  • 橫向 : broadwise; infeed; crossrange; abeam;transverse; transverse direction; cross; crosswise; lateral;...
  1. Variation ratio of dimensional after water rinse, ultimate strength, neps and pile, tearing resistance, bursting strength, joint strength, commissure ' s swerve strength, fabric shift ( slip ), ventilate degree, elasticity ( resilient rate / deformation rate ), anti - water permeability ( hydrostatic pressure ), extension and resilience, abrasive resistance, gets wet the nature, hydroscopicity, stock ' s transverse ductility, fire resistance, antistatic

    水洗尺寸變化率(縮水) ,斷裂強力,起毛起球,撕破強力,子頂破強力,脹破強度接縫強力,縫口脫程度,紗線滑移性能(滑脫) ,透氣量,性(回復率/變形率) ,抗滲水性(靜水壓) ,延伸及回復性,耐磨性,沾水性,吸水性,襪子延伸,阻燃性能,抗靜電。
  2. Teamed up with four other beautiful and brilliant girls, all of whom are graduates of music academy schools, sun lili, herself a music academy graduate, founded the five princess band in 2004. unlike other girls bands which have been quick to colone the same style, an enormously success for a band of this nature, five princess is quietly insistent on developing its own style : combining singing with melody to create a new fashion of traditional chinese music. the reason, according to sun lili, the singer of the band and one of the top ten winner singers in the pepsi pop music contest, is that it greatly adds to the appeals of the music if the traditional melody is accompanied by a song

    「五樂格格女子新民樂唱組合」創建於2004年,由畢業于高等音樂學府的孫莉莉召集了其他四位音樂學院青春靚麗,才華溢的美少女組成,她們沒有如今遍地花的其他新民樂組合一樣去拷貝一種風格,而是走出了另外一條不同於任何組合的路線,那就是唱結合的形式,揚琴兼組合主唱手之一孫莉莉的想法是:現如今沒有一首膾炙人口的器樂曲,很多器樂組合演奏了很多優美的器樂曲也不被廣大聽眾認知,所以,她們認為有曲有唱,既有優美的民族樂器旋律,也會同時通過她們的演唱來豐富樂曲,這樣才會流傳下來她們的歌曲。
  3. On the basis, the effect of different factors such as the sloping angle of arch ribs, the stiffness of bridge deck system, the effect of non - orientedly conservative loadings of the hanger and tie bar etc is discussed

    此外,採用線性方法,就拱的吊桿的非保力效應、橋面系的剛度、撐布置形式、拱肋側傾角等因素對該橋整體穩定性的影響展探討與研究。
  4. The software ansys6. 0 is used to analysis the stability of the state after construction of tongwamen bridge, linear method is used in analyzing the finite element model of the bridge, the coeffient of stability of different state after construction is given. on the basis, the effect of different factors such as the arrangement of lateral brace, the sloping angle of arch ribs, the stiffness of bridge deck system, the effect of non - orientedly conservative loadings of the hanger and tie bar etc is discussed. the different coefficients of stability of changing these factors are given, so the factors that are vital to the lateral stability of x - type arches are found, and the rationality of the methods taken to enhance the lateral stability of tongwamen bridge is evaluated

    本文應用有限元分析商業軟體ansys6 . 0 ,採用線性方法,通過對該橋的空間有限元模型進行穩定性分析,得出其成橋運營階段各種工況下的穩定安全系數。在此基礎上,本文還通過有限元模型分析,就拱的矢跨比、吊桿(立柱)的非保力效應、橋面系的剛度、撐布置形式、拱肋側傾角等因素對該橋整體穩定性的影響展探討與研究。文中給出了各因素變化情況下的穩定安全系數,指出了對鋼管混凝土提籃拱穩定性有顯著影響的因素及其合理變化范圍,並對銅瓦門大橋提高穩定性的措施的經濟合理性進行了分析。
  5. 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

    假設船體框架材足夠強,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,應用船體結構總縱極限強度的簡化逐步破壞分析方法計算船體總縱極限彎矩,並據此發了計算程序sus 。
  6. On the basis of m - method for laterally loaded piles, elastic - plastic model of p - y curve and nonlinear model of nl are proposed in this paper to analyze the characteristic of bearing capacity of laterally loaded piles by finite difference. at the same time, the vertical bearing capacity of the piles are also checked. finally, an analysis software for laterally loaded piles is developed on visual c + + platform

    本文根據承載樁基礎的計算分析理論,在以基於線性模型的m法作為基本分析方法和常用設計理論的基礎上,引入p - y曲線的塑性模型和nl的非線性模型,通過有限差分的方法進行樁基礎的承載力特性分析,並進行樁的豎承載力驗算,最後在visualc + + 6的發平臺上研製了樁基礎計算分析應用軟體。
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