tie strut 中文意思是什麼

tie strut 解釋
緊桿
  • tie : vt (tied;tying)1 (用繩帶等)扎,系,綁;用帶子束緊(帽、鞋等);打(結、領結等);束縛,綁住。...
  • strut : vi ( tt ) 腫脹,鼓起,膨脹;大搖大擺地走,趾高氣揚地走;(孔雀等)展屏或豎著尾巴走;裝模作樣地...
  1. Application of strut - and - tie model to the design of corbel distributed steel

    壓桿模型法在牛腿配筋設計中的應用
  2. In order to reveal load mechanism and failure mode of thick pile caps, by means of the test of 1 / 4 - scale models of thick pile caps with six piles and post - handling study of 3 - dimensional non - linear finite element adina, this paper points out the shortage, which is that the design of pile caps is carried out by flexural strength in chinese technical code for building pile foundations jgj94 - 94 and american reinforcement concrete building construction code aci318 - 02, promulgates that the failure mode of thick pile caps is punching failure and load transfer mechanism is the strut - and - tie, which is that zones of concrete with primarily unidirectional compressive stresses are modeled by compress struts, while tension ties are used to model longitudinal reinforcement over pile

    摘要為揭示厚承臺的傳力機理和破壞形式,通過對4個1 : 5比例的六樁厚承臺的模型試驗研究與三維非線性有限元adina的后處理研究,指出中國建築樁基技術規范jgj94 - 94與美國鋼筋砼房屋建築規范aci318 - 02規范中,承臺以彎曲強度進行配筋計算的設計方法之不足,揭示出厚承臺的破壞模式是沖切破壞,傳力機理是以帶有主要單向壓應力的砼區域作斜壓桿,樁頂區域的縱筋作拉桿的空間桁架。
  3. Topology optimization of strut - and - tie models in deep reinforced concrete beams

    鋼筋混凝土深梁的拓撲優化模型
  4. Study of strut - and - tie models for simply supported deep beams subjected to point loads

    集中荷載作用下簡支深梁的壓拉桿模型研究
  5. Hwang, s. j., and lee, h. j., " strength prediction for discontinuity regions by softened strut - and - tie model, " journal of structural engineering, asce, vol. 128, no. 12, pp. 1519 - 1526 ( 2002 )

    蔡克銓,林育詳,林敏郎,中空雙鋼管混凝土柱與基礎接合之試驗行為,中國土木水利工程學刊,第16卷,第2期,第229 - 240頁( 2004 )
  6. According to the result of the field observation, the design by load equivalent simplification and plotting out representative local models following spatial strut - and - tie theory are obviously practical, recommendations for design on the basis of the result are put forward, including skipping rafts processing straight transmittal function so as to induce thickness of the plank and use of reinforced steel

    實測結果表明,樁筏基礎按空間桁架理論通過荷載等效簡化並劃分成有代表性局部模型的設計方法是可行的,據此,提出了扣除直接傳遞的荷載設計筏板以減少板厚和配筋等相應的設計建議。
  7. Design for reinforcement of structural concrete with strut - and - tie model method

    結構混凝土拉壓桿模型法配筋設計
  8. Leu, l. - j., huang, c. - w., chen, c. - s., and liao, y. - p, “ strut - and - tie design methodology for three - dimensional reinforced concrete structures, ” under revision, journal of structural engineering, asce

    莊勝欽、陳俊杉、謝尚賢、陳詩華, 「圖形編程在計算分析后處理視覺化之設計與應用」 ,投稿,中國土木水利工程學刊。
分享友人