腹側板 的英文怎麼說

中文拼音 [zhāibǎn]
腹側板 英文
side web
  • : 名詞1 (軀乾的一部分) abdomen; belly; stomach 2 (鼎、瓶子等器物的中空而凸出處) empty and protr...
  • : 側形容詞[方言] (傾斜; 不正) slant; sloping
  • : 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) ...
  1. The ' shape of basal tegmen, basal piece of lateral lobe with crack in base, lateral margins of basal piece of lateral lobe, the ratio of width of lateral lobe and width of apex of basal piece, shap

    本文分析討論了雌性產卵器各部分的結構特點在偽葉甲亞科分類中的意義,如肛是否分片、肛背面部分是否延長、基片基部大片的分節
  2. The equijpment is improved in design and is made into a fully automatic h - beam assembling machine referred to the same foreign sort of products. the positioning of the flange and web is performed through hte plus and minus screw mandrel drivenby the mtr accurately. and there is a highly precise coder to feedb - ack and show the accurate size on the unit set to guarantee the flanges, the webs with different width different width within the specified range for accurate positioning and automatic alignmet. there is no need to make adjustment each time

    該機是本廠參考國外同類產品基礎上改進設計而成的全自動h型鋼組立設備,其定位採用電機精確帶動正反絲桿夾緊,另一設有小行程液壓夾緊,能確保規定范圍內的不同寬窄的,翼精確定位,自動對中準確,無須每次作調準。
  3. 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的剖面應力分佈之後,關鍵在於確定架的極限屈曲強度。本文充分考慮了在縱向彎曲、橫向壓力作用下加筋可能發生的幾種破壞模式,即架的整體屈曲破壞、樑柱形式的破壞、筋的傾、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的屈曲強度。對于加筋中加強筋的局部屈曲,採用解析法推導出筋的的撓度方程及其邊界條件,求解相應的方程,從而計算出的局部屈曲應力。
  4. Each bundle of strands is connected to one side of the center web of the two cell box girder.

    每束鋼纜錨固在雙箱梁的中間的一
  5. In order to determine the relations between the four main bond - anchoring factors - concrete strength, concrete cover thickness, steel shape embedment length and the ratio of the transverse hoops - and the bond strength, and establish the bond - slip constitutive relations, 16 standard push - out test specimens were designed, and 4 comparison specimens were additionally designed to find the difference of the bond performance between the web, inside and outside of flanges the steel shape

    設計了16個型鋼混凝土標準推出試件,以考察混凝土強度、型鋼的混凝土保護層厚度、型鋼埋置長度及橫向配箍率四個主要錨固條件與粘結強度的相互關系和型鋼混凝土粘結滑移本構關系;設計了4個對比試件,以考察型鋼翼緣內、外與混凝土粘結性能的區別。
  6. This specimen of a pigeon, being dissected along the middle line of its belly, whose chest and abdoment walls, chest bone, right leg, right side chest muscle and its artery and vein, as well as the portion of liver being removed, the left side chest muscle being turned outward with all intestines being pulled outside, was fixed on the board

    本標本沿鴿部中線剖開,切除胸壁、胸骨、右後肢等,及部分肝以及右的胸動、靜脈和胸肌;左胸肌翻向外,大小腸從體腔內拉出體外,標本背向襯固定。
  7. Study of the web side crack of prestressed curved box girder bridge

    預應力曲線箱梁橋向崩裂研究
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