矩一的英文

• kuichi

• "矩"英文翻译    carpenter's square; square r ...
• "一"英文翻译    one
• "规矩一" 英文翻译 :    kikuichi
• "矩一郎" 英文翻译 :    kuichiro
• "规矩一点" 英文翻译 :    behave yourself
• "规矩一郎" 英文翻译 :    kikuichiro
• "规规矩矩一声不响" 英文翻译 :    well-mannered silence
• "矩叶卫矛" 英文翻译 :    euonymus oblongifolius loes.et rehd
• "矩原理" 英文翻译 :    principle of moments
• "矩叶鼠刺根" 英文翻译 :    oblongleaf chinese sweetspire root and flower
• "矩圆波导变换器" 英文翻译 :    rectangular-circulary waveguide transformer
• "矩彦" 英文翻译 :    norihiko
• "矩圆石韦" 英文翻译 :    pyrrosia martinii ching; pyrrosia martiniiching
• "矩序列" 英文翻译 :    moment of sequence
• "矩震" 英文翻译 :    moment magnitude scale
• "矩雄" 英文翻译 :    norio

• 4 . the moment - rotation - curves model has four physically explicit parameters and it may be useful for the appilication of this connection
  浙江大学硕士学位论文2004中文摘要4 .总结了物理意义明确的四参数弯矩一转角曲线表达式，为该类节点的实际应用提供了理论依据。
• The material non - linearity constitutive relations of reinforced concrete sections are formulated . the non - linear relationship of moment - curvature and moment - flexural rigidity of a section is modeled
  对钢筋混凝土截面材料非线性的本构关系进行了推导，截面的弯矩一曲率和弯矩一弯曲刚度的非线性关系则形成了模型。
• The paper presents a new comparative method . that is to make the different strengthened forms by externally bonded with different materials reach the same ultimate flexural capacity , and contrast with each load - deflection and moment - curvature curve , which are calculated by paper ' s program . mean
  本文引入新的对比方法，即不同材料的加固在最终均达到同样的极限抗弯承载力时，比较其各自的弯矩一曲率和荷载一挠度变化情况，并自行编制程序进行计算。
• 7 ) the tri - linear hypothesis between moment and curvature is fit to actual state , and the deflection formula which deduced by the hypothesis is agreed with the test results . therefore it can be used as the formula to calculate the deflection of rc members strengthened with frp under sustaining load
  7 .加固后构件的弯矩一曲率曲线三线性假设能够反映实际情况;根据推导的挠度计算公式计算的挠度值与试验值相比吻合较好，因此可以作为frp加固钢筋混凝土受弯构件的挠度计算依据。
• It is determined that with accurate knowledge of the complete stress - strain curve of concrete in compression , steel in tension , and with an iterative computerized non ? linear method , it is possible to predict the entire moment - curvature , moment - flexural rigidity and axial rigidity relation ship of a cross - section of a structure member
  可以确定，只要知道混凝土受压和钢筋受拉的完整的应力应变关系，采用选代的非线性计算方法，就有可能预测结构截面弯矩一曲率、弯矩一弯曲刚度和轴向刚度的关系。