矩形條鋼 的英文怎麼說

中文拼音 [xíngtiáogāng]
矩形條鋼 英文
rectangular bar
  • : 名詞1. (畫直角或正方形、矩形用的曲尺) carpenter's square; square2. (法度; 規則) rules; regulations 3. [物理學] moment
  • : Ⅰ名詞1 (細長的樹枝) twig 2 (條子) slip; strip 3 (分項目的) item; article 4 (層次; 秩序; 條...
  • : 鋼名詞(鐵和碳的合金) steel
  1. The shear mechanism, failure mode, deformation capacity, bearing capacity and the reliability of the anchored angle steels of the wrapped steel concrete cast - in - site frame typical story exterior joints under the middle and high axial compression ratio ( n = 0. 3, 0. 5, 0. 6 ), the working performance, failure mode, and the shear capacity of top story joints under the crack moment, the hysteresis characteristic and the dissipation energy capacity of the test joints are all analysed based on the 1 / 4 model pseudo - static tests of five specimens of wrapped steel concrete cast - in - site frame exterior joints, which varied in axial compression ratio, distribution of the beam angle steels and the stirrup ratio

    基於上述分析,本次試驗通過五個外包混凝土邊節點1 4比例模型的偽靜力試驗,以柱的軸壓比、梁角布置式、配箍率等為主要參數,分析外包混凝土現澆框架一般層邊節點在中高軸壓比( n = 0 . 3 、 0 . 5 、 0 . 6 )件下,節點的抗剪機理、破壞模式、變能力、承載能力和角錨固的可靠性;分析了頂層邊節點在張開彎作用下的工作性能、破壞模式和抗剪承載力;分析了試驗節點的滯回性能和耗能能力。
  2. Plastic theory suggests, the composite beam for the floorslab is suited lower flange, it s plastic limit moment cuts down by 52. 4 % than the composite beam for the floorslab is suited on the top flange. it s plastic limit moment lifts 8. 8 % than the steel beam, which is on the same condition

    塑性理論分析的結果表明,樓板位於梁下翼緣式的組合梁和樓板位於樑上翼緣式的組合梁截面相比較,其塑性極限彎降低52 . 4 ,和同等件下純梁截面相比較,樓板位於梁下翼緣的組合梁塑性極限彎提高8 . 8 。
  3. Steel tubes for precision applications - technical delivery conditions - welded and cold sized square and rectangular tubes

    精密設備用管.交貨技術件.焊接和冷精加工的方
  4. Four groups of eight types of connection methods are suggested to be able to use for the joint of cold - formed rectangular tube - steel column and h - shaped beam by investigating the current research on the beam - to - column connection methods used at home and abroad, at the same time, a new type of connection is proposed in this article

    本文在對國內外冷彎管與焊接箱管節點型式研究的基礎上總結出四類八種適合於冷彎管柱與h型梁連接的節點型式,並提出一種新型節點連接型式,分別給出了相關的設計規定和使用件。
  5. At first, the experiment carried out by tianjin university has been analysed according to the " nonlinear balance trying calculation " method, and the values of yield load and ultimate load agree with the test result better, and the curve of bending moment - curvature, bending moment - deflection can agree with the results. the second, the simplified formula for evaluation the ultimate flexural capacity of cfrp strengthened rc members is presented according to the three probable failure modes ( compression failure ; cfrp rupture ; crushing of the concrete in compression before yielding of the reinforcing steel ). it is applicable to both singly and doubly reinforced rectangular sections, as well as flanged sections

    首先利用筋混凝土非線性平衡試演算法對天津大學試驗進行了理論分析,所得分析值與試驗結果相比,加固梁的屈服荷載、極限荷載能夠很好地吻合,彎曲率關系曲線及彎撓度關系曲線較為吻合;其次,為了滿足實際工程的需要,根據碳纖維布加固構件可能發生的三種破壞態(壓區混凝土壓碎破壞、碳纖維布拉斷破壞以及受拉筋尚未屈服時壓區混凝土已壓碎破壞) ,區別三種筋混凝土構件截面式(單筋截面、雙筋截面、 t截面) ,分別給出了碳纖維布加固混凝土構件抗彎承載力的簡化計算公式和適用件,並進一步探討了這三種截面式下進行加固設計和復核的步驟。
  6. Steel tubes. structural welded tubes, circular, square, rectangular or oval, in ferritic or austenitic stainless steels. dimensions. technical delivery conditions

    管.不銹鐵素體和奧氏體制圓正方或橢圓建築用焊接管.尺寸.交貨技術
  7. This paper is the research on the local interactive buckling behavior of cold - formed rectangular tube under uniform compression. the paper includes the following main contents : ( 1 ) an elastic interactive buckling model is presented on the basis of the theory of elastic plates. under the equilibrium condition and deformation compatibility condition, analytical expressions are derived to predict the interactive bucking load pcr

    本文主要研究冷彎薄壁管均勻受壓下板組的相關關系,包括以下主要內容: ( 1 )建立了彈性相關屈曲解析法分析模型,考慮平衡件及變協調件,建立板組的屈曲微分方程,得出了板組相關屈曲的臨界荷載p _ ( cr )的計算行列式。
  8. Steel tubes for precision applications - technical delivery conditions - part 5 : welded and cold sized square and rectangular tubes

    精密用途管.交貨技術件.第5部分:焊接冷定徑方
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