鬆弛桿 的英文怎麼說

中文拼音 [sōngchígǎn]
鬆弛桿 英文
easing lever
  • : 動詞1. [書面語] (松開; 鬆懈) relax; loosen; slacken 2. (解除; 免除) fall off; fall out of use
  • : 桿名詞(桿子) pole; staff
  • 鬆弛 : 1. (松; 不緊張) limp; flabby; slack; loose 2. (執行得不嚴格) lax
  1. The result shows that system anchoring bolt not only reduces the internal force of primary support and secondary support, hence improves safety of the supporting structure ; but also effectively restricts relaxation of surrounding rock, reinforces the surrounding rock, improves safety of the construction

    研究結果表明,系統錨不僅可以大大降低一次支護和二次支護結構的內力,提高結構的安全度,而且可以有效抑止隧道周邊圍巖的應力,改善周邊圍巖的受力特性,提高施工的安全性。
  2. Elastic wave propagation of a thin helical rod with circular cross section in relaxed state

    狀態圓截面螺旋細的彈性波傳播
  3. Firstly based on reading many literatures, the development history and present situation of csmss is introduced and an explicit definition of csmss is defined. the nonlinear finite element method equations are presented in detail, considering the orthotropic material property of the membrane and the wrinkled or relax properties of elements

    詳細推導了索膜空間結構的幾何非線性公式,並且針對膜材的正交各向異性特性、膜材的褶皺、索的自重垂度、索的等問題採取了相應的有效實用的計算方法。
  4. In order to restrict the displacement of relaxed rock effectively, the factors affecting the efficacy of anchor measures are analyzed according to mechanism of action of anchor. in terms of principle orthogonal design, the influence of parameters of anchor to displacement of excavation slope are elevated by computing using finite element method simulation, and the optimal scheme of anchoring parameters including length of anchors and space between bolts and thickness of shot concrete are defined. finally, the optimal scheme of anchor parameters are determined with considering results of theory analyse and numerical calculation, which provide theory bases for engineering

    為了有效防治邊坡開挖后巖體的變形,根據錨的作用機理對影響錨固效果的主要因素進行分析,並利用處理多因素試驗的科學方法?正交設計原理,以有限元數值計算為手段,以有效約束邊坡開挖位移為標準,評價了錨長度、錨間距、混凝土噴層厚度等錨固參數對邊坡變形的影響大小和規律,經過比較分析最終提出了錨固參數的優化設計方案,為工程設計提供了理論指導。
  5. The essential problem is expounded as the form - finding analysis of a slack cable - strut system of with comperents loose lengths and under geometrically unstable equilibrium state maintained by its deadweight with given loose lengths of components

    根據力密度法的思想,本文提出了一種體系幾何非穩定平衡形態的通用找形方法。
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