鉸線系數 的英文怎麼說

中文拼音 [jiǎoxiànshǔ]
鉸線系數 英文
stranding factor
  • : Ⅰ動詞[口語]1. (用剪子剪斷東西) cut with scissors 2. (用絞刀切削) bore with a reamer; ream Ⅱ名詞(指鉸鏈) hinge
  • : 名詞1 (用絲、棉、金屬等製成的細長的東西) thread; string; wire 2 [數學] (一個點任意移動所構成的...
  • : 系動詞(打結; 扣) tie; fasten; do up; button up
  • : 數副詞(屢次) frequently; repeatedly
  • 系數 : [數學] coefficient; ratio; modulus; quotient; factor
  1. Abstract : the mechanical analysis for arch bridge with flat hinge joints is a mechanical problem with non - linear boundary. mechanical analysis of methods at present is not clear, which can not calculate the arch bridge with changeable section and section with complicate shape. in this paper, the new method used to get the section resistance coefficient k is presented, the iterative procedure is established to calculate the internal forces of arch bridge with flat hinge joints, and the computational example is given. the method can apply to the arch bridge with any numbers of flat hinge joints and any shape section

    文摘:平拱橋結構的受力分析屬于邊界非性力學問題,目前的一些方法受力分析不太明確,對變截面、復雜形狀截面等平拱橋無法進行計算.針對這種情況,提出了確定平截面抗力k的新方法,建立了計算平拱橋內力的迭代演算法,並進行了實例計算,研究結果表明,這一方法對具有任意個平、任意形狀截面的拱橋結構是適用的
  2. The study in the paper starts with beam distortions, and it treats the plastic deformation area as pure bending sect, rest of the beam as rigid bodies. according to different shapes of the external tendons, it divides into three structural forms familiar in projects, that is the beams with no deviator, with a deviator and with two deviators, and studies the relation between the deformation of the external prestressing tendons and that of the beams, and derives the formulas of the ultimate stress increment of external tendons. in the formulas, the ultimate angle corresponding to half of the plastic deformation area is considered as a variable parameter

    本文首先從梁極限狀態下的變形入手,將塑性區看作純彎段,將塑性以外的區域看作剛體,按照體外預應力筋的形狀不同,分工程中最常見的三種體外結構形式,即無轉向塊的直型體外筋混凝土梁、具有一個轉向塊的單折型梁和具有兩個轉向塊的雙折型梁,研究體外預應力筋變形和梁體的變形間的關,推導出以極限狀態下塑性區之半對應的轉角為參的計算體外預應力混凝土簡支梁以及連續梁的體外筋應力增量計算公式,並進一步求得梁的極限承載力。
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  4. On the basis, three elastic calculation coefficients of the two - way composite slab on three common boundary conditions are deduced and calculated by applying the classic elastic plane theory. in the thesis, the elastic design methods of pk prestressed composite two - way slab is explored and studied by the example. furthermore, it is also studied how to apply the yield - line design method to design the prestressed two - way composite floor slabs

    本文以此為依據,應用經典彎曲薄板理論,採用李維法推導和計算了這種雙向樓板三種常見邊界下的撓度和內彎矩彈性計算,並在此基礎上通過算例探討了pk預應力雙向疊合樓板的彈性設計方法,同時還對其塑性設計方法進行了研究。
  5. The relations between the mode frequency, static characteristic and the framework parameters are studied. a two dimension crossed symmetric cantilever flexure hinge is investigated using finite elements method. the simulation of the mode frequency and the study of the relation between the displacements and the stress indicate that this flexure hinge has good flexibility and linearity between the displacement and the maximum stress

    研究了二維復合式懸臂梁柔性鏈模態頻率、靜態特性與鏈結構參之間的關;建立了結構參和力學特性西北工業大學博士論文之間的對應關;研究了基於復合式懸臂梁柔性鏈的二維十字對稱柔性鏈結構,對其模態頻率以及位移應力特性進行模擬試驗;結果表明此種結構形式的運動對稱性很好;其驅動位移與結構體最大拉壓應力值之間接近性關,而且這種結構可以得到100林m以上的運動位移。
  6. At last, with the program, 18 one - storey and one - span prestressed frames are simulated. some conclusions are reached with the taking into account the, secondary moment and types of load applying : ( 1 ) the in the beam affects the ductility of the section and rotary property of the plastic hinge. so total coefficient of the modulation of moment becomes less with the becoming bigger

    最後,本文利用編制的非性程序,模擬了18榀單層單跨預應力框架,重點研究截面相對受壓區高度、次彎矩、加載方式對塑性內力重分佈和彎矩調幅的影響,從中得出了以下主要的結論和規律: ( 1 )框架梁相對受壓區高度在很大程度上反映了截面的延性,體現了塑性的轉動能力,框架的總彎矩調幅隨著相對受壓區高度的增大而減小。
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