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main steel meaning in Chinese

主筋

Examples

  1. Main steel plate shown with arrow wre thickened to increase the bucket strength
    箭头所指的主要钢板厚度已经增加,以增加铲斗的强度。
  2. The main steel gradesare stainless steel , eletromagnetic pure iron , silicon steel , gearsteel , die steel , cold heading steel and high quality carbon steel etc
    主要品种有不锈钢电磁纯铁硅钢轮钢模具钢冷镦钢优炭钢等。
  3. According to eigenvalue equation ( general formula ) of the energy method of the plane steel frame structure stability , and considering the restriction of the end of the column of the main steel frame and function of deflection curve gained from the differential balance equation general resolution , we get the equation for calculating the length coefficient of the main frame structure stability of the steel arch gate and the resolutions are also given
    根据平面刚架稳定性能量法特征值方程(通式) ,考虑弧形钢闸门主框架柱的柱端约束的特殊情况,求出挠曲线函数(试解函数)通解,得到弧形钢闸门主框架柱稳定性计算长度系数方程。其中弧门主框架主横梁式形框架的临界荷载比较现行规范推荐的有限元法简单方便、结果精确及物理概念明确等优点。
  4. Based on analysis and comparison of existing test data applied to existing ultimate strength prediction models , interfacial stress at the end of plate is deduced . after formulas for calculating the effective moment of inertia for frp - strengthened beams being revised and adjustment coefficient related to nominal main steel reinforcement ratio and curtailment length ratio being put forward , strength prediction formulas of compound beams under plate end debonding failure are established . in analysis of strength of compound beams under intermediate crack induced interfacial debonding failure mode , several bond strengths and their relation are introduced
    对于板端剥离破坏,在总结现有承载力模型的基础上,利用已有试验数据对各承载力计算公式进行了分析比较,进一步采用分阶段分析法,推导了板端界面应力的计算公式,在此基础上,采用加固复合梁有效惯性矩的修正公式,建立了考虑名义配筋率和板端偏移比影响的板端剥离破坏梁承载力的计算公式;对于跨中受弯裂缝导致的粘结破坏,阐述了常见的几种粘结强度之间的区别和联系,并基于拉剪粘结强度,提出了跨中受弯裂缝导致粘结破坏的承载力计算公式,并利用现有试验结果确定了模型中的一些参数;最后,利用试验数据对本文建立的两种粘结破坏承载力计算公式进行了检验,结果基本吻合。

Related Words

  1. main mains
  2. main
  3. mains
  4. main steam-piping system
  5. main steamline
  6. main steering
  7. main steering arm
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