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薄板和中厚板的英文

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"薄板和中厚板"怎么读用"薄板和中厚板"造句

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  • standard specification for hafnium and hafnium alloy strip sheet and plate

例句与用法

  • Hafnium and hafnium alloy strip , sheet and plate
    铪和铪合金带材,薄板和中厚板
  • Standard specification for magnesium - alloy sheet and plate
    镁合金薄板和中厚板的标准规范
  • Standard specification for aluminum and aluminum - alloy sheet and plate
    铝和铝合金薄板和中厚板标准规范
  • Standard specification for aluminum and aluminum - alloy sheet and plate metric
    铝和铝合金薄板和中厚板标准规范
  • Standard specification for hafnium and hafnium alloy strip , sheet , and plate
    铪及铪合金带材薄板和中厚板标准规范
  • Standard specification for zirconium and zirconium alloy strip , sheet , and plate
    锆及锆合金带材薄板和中厚板的标准规范
  • The article gives the results of rectangular moderate - thick plates under various length - width ratios and various thickness - width ratios and the results are compared with corresponding series solution about thin plates . at last the article gives a rough limitation between thin and thick plates according to the absolute values of their relative er -
    本文最后计算了弹性地基上不同长宽比的中厚板在不同的厚宽比情况下的中点挠度值,并与薄板理论的级数精确解答进行比较,根据其相对的误差绝对值,对弹性地基上薄板和中厚板尝试进行了大致的界定。
  • On the basis of all the above , associating with the practical engineering project of the surgery ward building of hospital xiehe of hust and taking the soil - pile - raft interaction into account , the finite element models based on kirchhoff ' s thin plate and reissner ' s moderately - thick plate theories are separately then the established 3 dimension solid finite element model as the verifying standard
    在此基础上,结合华中科技大学附属协和医院外科病房大楼工程,在考虑地基、桩和筏板的相互作用的情况下,以基于三维空间理论的实体有限单元模型为衡量标准,对同一结构(筏板)分别用薄板和中厚板单元建立有限单元模型进行计算。
  • Furthermore , the dual integral equations can be reduced to the fredholm integral equations of the second kind and solved by numerical procedure . at the end of this chapter , the numerical analysis for dynamic interaction characters of saturated half - space / layered ground and circular plate is evaluated . finally , the solutions for 3 - d dynamic responding of elastic rect
    基于横观各向同性饱和半空间/有限层地基非轴对称波动方程的通解,按混合边值问题建立饱和地基与弹性圆板非轴对称动力相互作用的积分方程,求解积分方程后得到横观各向同性饱和地基上圆板非轴对称动力响应的一般解,并分析了饱和地基上圆薄板和中厚板振动的若干特征。
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