橫紋單板 的英文怎麼說

中文拼音 [héngwéndānbǎn]
橫紋單板 英文
face crossing
  • : 橫形容詞1. (蠻橫; 兇暴) harsh and unreasonable; perverse 2. (不吉利的; 意外的) unexpected
  • : 名詞(花紋; 紋縷兒) lines; veins; grain
  • : Ⅰ名詞1 (片狀硬物體) board; plank; plate 2 (專指店鋪的門板) shutter 3 [音樂] (打拍子的樂器) ...
  • 橫紋 : band橫紋肌 [生理學] striated muscle
  1. It was shown that vessel elements in secondary xylem of p. emblica have many different forms and most of them have tails and their perforation plates divide into two types : ( 1 ) there is one simple perforation plate at each end of the vessel elements and ( 2 ) there is one simple perforation plate at one end of the vessel elements and two simple perforation plate at the other end ; ( 3 ) a few vessel elements have special inclusions ; ( 4 ) the intervascular pits are alternate pits ; ( 5 ) the pits between the vessels and rays are mixed pits, pits with transverse gashes and scalariform pits

    結果發現,余甘子次生木質部導管分子中存在著許多不同的樣式,導管分子大多數具尾;其穿孔存在著兩種類型: ( 1 )兩端均為1個穿孔; ( 2 )一端為1個穿孔;另一端為2個穿孔; ( 3 )極少數的導管分子具有特殊的內含物; ( 4 )管間孔式為互列孔式; ( 5 )導管射線間孔式為混合型孔與列刻痕狀孔以及梯狀穿孔。
  2. This paper focuses on the research of the stress mechanism of the ribbed shell structure in statics, dynamics and under the explosive load on the basis of the engineering practice of cave depot of single aircraft. in this paper, according to the classical shell theories, the basic differential equilibrium of the ribbed shell structure and the finite element analysis of 3d rippled plate are established, in which the function of annular ribs reinforcement bars and 3d ripped steel plates are distributed in the range of the steel, and the functions along the longitude direction of tension, bending, and torsion are neglected ; applied with dynamic analytical theory, the dynamic model of ribbed shell structure and the analytical theory model of elastic - plastic are set up ; the triangle series method is used to solve the displacement and stress under the distributed load and the concentrated load of the ribbed shell structure

    本文以軍用機場地面機掩蔽庫工程建設為工程背景,首次對內襯三維波混凝土拱型復合結構的受力機理進行了靜力、動力和爆炸荷載的分析研究。根據將肋、鋼筋及三維波的作用均勻分佈在殼體范圍內的情況,忽略肋、鋼筋及三維波沿殼體母線方向的抗拉、抗彎及其抗扭作用,首次推導出了內襯三維波混凝土殼體的微分平衡方程,建立了有限元計算模型,並採用三角函數法,求解了三維波混凝土拱型復合結構在分佈荷載和集中荷載作用下的位移響應和應力響應,並與普通殼體進行了比較。
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