等效弯矩的英文

• equivalent bending moment

• "等效"英文翻译    equivalent
• "弯"英文翻译    curved; bent; crooked; flexu ...
• "矩"英文翻译    carpenter's square; square r ...
• "钢压弯构件等效弯矩系数" 英文翻译 :    coefficient of equivalent bending moment of eccentrically loaded steel memher(beam-column); steel memher
• "等效弯曲力矩" 英文翻译 :    equivalent absorption
• "弯矩" 英文翻译 :    bendingmoment; bent; bm bending moment; flexural moment; moment of flexion; moment of flexure
• "等效" 英文翻译 :    [电学] equivalent
• "弯矩图, 弯矩图" 英文翻译 :    bending moment diagram
• "次弯矩" 英文翻译 :    parasitic moment
• "风弯矩" 英文翻译 :    wind bending moment
• "负弯矩" 英文翻译 :    hogging moment; negative bending moment; negative moment
• "杆弯矩" 英文翻译 :    bar moment
• "扭弯矩" 英文翻译 :    torsional moment
• "双弯矩" 英文翻译 :    bimoment
• "外弯矩" 英文翻译 :    outer bending moment
• "弯矩；力矩" 英文翻译 :    bending moment
• "弯矩杆" 英文翻译 :    moment bar
• "弯矩谱" 英文翻译 :    bending moment spectrum
• "弯矩图" 英文翻译 :    bending moment diagram; bendingmomentdiagram; moment diagram
• "弯矩轴" 英文翻译 :    moment axis
• "正弯矩" 英文翻译 :    positive bending moment; positive moment; sagging moment
• "主弯矩" 英文翻译 :    primary moment
• "标准弯矩" 英文翻译 :    standard bending moment
• "波浪弯矩" 英文翻译 :    wave bending moment
• "不平衡弯矩" 英文翻译 :    u alanced moment; unbalanced moment

• Out - plane stability of tapered beam - columns with hinged - hinged end
  楔形变截面柱平面内稳定及平面内等效弯矩系数
• Steel memher beam - column
  钢压弯构件等效弯矩系数
• Coefficient of equivalent bending moment of eccentrically loaded steel memher beam - column okok . org
  钢压弯构件等效弯矩系数58
• Basing on the formula and the theory on reinforced concrete cross - section ' s eccentric compression and tension , the author programs abstract composition that examine strengthened concrete cross - section ' s stress condition by matalb software
  依据导出的等效弯矩、轴力计算公式和钢筋混凝土构件正截面偏心拉压理论用数学软件matlab编制了一个实用的加固梁正截面应力状态的检验程序。
• Firstly the method of rayleigh - ritz and galerkin were adopted to analyze the beams under loading combined antisymmetric end moments with transverse uniformly distributed load theoretically , and the results were compared with that offered by kirby , p . a and nethercot , d . a , it showed that result was approximate and even lower and so to some extent the approach used in the paper is practice . secondly several principal factors that affect the beam stability were analyzed respectively , especially the shortening effect was mentioned scarely in some literature so far . at last , the author adopted the matlab to program the finite element software to analyze numerically , the results derived from it were agreed well with it
  本文分别采用了rayleigh - ritz法和galerkin法从理论上分析了反对称端弯矩及横向均布载共同作用下梁的等效弯矩系数，并与kirby , p . a和nethercot , d . a分析结果进行对比，结果表明本文采用的方法得出的等效弯矩系数与其得出结果比较，在均布荷载与端弯矩比例相差不大时基本接近或偏小，说明此方法是可行的，而当均布荷载与端弯矩比例较大时，应根据均布荷载作用进行弯矩等效方法来计算。
• Once again , contraposing the specific case in engineering strengthening and the shortcoming in the strengthening concrete norm , the author puts forward modified means that designer should examine the internal force after esmating the prestressed tension rod sectional area and deduce the practical formula used in the examining
  再次，针对加固规范和工程设计不完善的情况，提出了先估算后较核的改进办法，并推导出较核中易用的预应力等效弯矩、轴力的计算公式。
• The paper concerns about the beams with consideration of residual stress under loading combined antisymmetric end moments with transverse uniformly distributed load , that formula for the linearly distributed moment used in gb50017 - 2003 should be modified for the nonlinearly distributed moment , and kirby , p . a & nethercot , d . a only suggested an empirical formula . therefore , it is of theoretical and practical value to investigate it
  对于本文所研究的既有端弯矩又有横向均布荷载作用且考虑截面残余应力的梁，由于其沿梁长方向的弯矩是非线性分布的，上述公式适用性有待进一步研究加以修正。而英国人kirby , p . a和nethercot , d . a .也只给出了弯矩非线性分布梁的等效弯矩系数经验公式。

• 等效弯矩的日语：そうとうまげげモーメント とうかまげげモーメント