双角钢的英文

• double angle

• "双"英文翻译    two; twin; both; dual
• "角钢"英文翻译    angle; angle bar; angle iron ...
• "双角钢犁梁" 英文翻译 :    double angle beam
• "双角摇杆双角钢" 英文翻译 :    double angle bar
• "双角摇杆背贴角钢" 英文翻译 :    back-to-back angle
• "角钢" 英文翻译 :    (三角铁) angle; angle bar; angle iron; angle steel; l-beam; l-iron; rolled angle; steel angle◇角钢矫直机 angle straightening machine; 角钢矫直器 angle straightener; 角钢支柱 angle post
• "双角材" 英文翻译 :    double angle bar; doubleanglebar
• "双角撑" 英文翻译 :    diagonal brace
• "双角的" 英文翻译 :    biangular; biangulate; bicornate; bicornis; bicornous; bicornuate; bicornute; bicornutus; binangle
• "双角龙" 英文翻译 :    diceratops
• "双角帽" 英文翻译 :    bicorne
• "双角器" 英文翻译 :    biangle; binangle
• "双角式" 英文翻译 :    the double angle
• "双角铁" 英文翻译 :    double angle iron; double-angle iron; double-angleiron
• "双角犀" 英文翻译 :    ceratorhine
• "双角锥" 英文翻译 :    suspension
• "八角钢" 英文翻译 :    octagon steel; octagonal steel
• "边角钢" 英文翻译 :    corner angle
• "衬角钢" 英文翻译 :    bosom bar; bosom plate
• "等角钢" 英文翻译 :    equal angle steel
• "短角钢" 英文翻译 :    angle clip; lug angle; lug piece
• "辅角钢" 英文翻译 :    lug angle
• "角钢板" 英文翻译 :    angle plate
• "角钢撑" 英文翻译 :    angle strut
• "角钢椽" 英文翻译 :    angle rafter

• Experimental research on top and seat angle with double web anglesemi - rigid connections
  顶底角钢带腹板双角钢半刚性连接的试验研究
• 3 . top - and seat - angle steel , top - and seat - angle with double web - angle steel connections is analyzed by experiment . 4
  对顶底角钢连接，顶底角钢、腹板双角钢连接的试验进行分析研究，得出一些有益于工程的结论。
• In the abroad experiment analysis and nonlinear finite element analysis of top - and seat - angle and top - and seat - angle with double web - angle connections have done , in this essay research in knot - style are differed . therefore the key - note is different
  国外做过试验研究和顶底角钢连接，顶底角钢、腹板双角钢连接的ansys分析，但和本文的节点型式和侧重点不一样。
• After the comparison of the stability checking computations and the section categorised situation both at home and abroad the current standard , some problems was discussed in the standard of our country . contraposed these questions , the paper computed the space stability coefficient of some general t - shaped and l - shaped sections and all the sections of t - shaped , l - shaped and 2 - angle iron t - shaped in the formed - steel - table , and worked out the curves . according to the comparison of the curves the paper got and the curve in the standard , some simple conclusions was put
  对国内外现行规范轴压柱稳定验算方法及柱子曲线截面分类情况进行了对比，讨论了我国规范曲线中存在的一些问题，并针对这些问题，以规范初始弯曲值对任意“ t ”形和“ l ”形截面和型钢表中所有t型钢、 l型钢、双角钢t形钢截面的空间稳定系数进行了计算，作出其与规范曲线的比较图，通过计算结果的分析对各类截面归类情况作了简单的评述，其中提出的一些建议可以作为规范修订的参考依据；同时，这些计算结果也进一步证明了本文的柱子空间稳定分析方法的正确性。
• It is carried on our research in this field from the multi - resident steel structure knot of beam - column research . there are various of knot style including top - and seat - angle steel , top - and seat - angle with double web - angle steel connections , extended - end - plate bolted connections and so on
  多层住宅钢结构梁柱节点型式的研究到现在已有各种节点型式，如顶底角钢连接，顶底角钢、腹板双角钢连接，外伸端板高强螺栓连接，上下翼缘t型钢连接，狗骨式刚性连接等。
• Initial rotational stiffness ri and ultimate moment capacity mu of top - and seat - angle steel connections is given in this text . initial rotational stiffness rt and ultimate moment capacity mu of top - and seat - angle with double web - angle steel connections is given in this text . it is right by comparison with experiment
  推导了顶底角钢、腹板双角钢连接的初始连接刚度r _ i ，顶底角钢、腹板双角钢连接的极限弯矩承载力并经和试验比较得出两种连接型式的初始连接刚度、极限弯距承载力其理论值和试验值的相对误差在工程允许的范围内。