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预应力值的英文

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"预应力值"怎么读用"预应力值"造句

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  • amount of prestress

例句与用法

  • Value of decompression prestressokok . org
    预应力筋消压预应力值33
  • Value of decompression prestress
    预应力筋消压预应力值
  • Value of effective prestress
    预应筋有效预应力值33
  • How to establish primary prestress value of the cable is researched in the article
    在本文中,研究了索的初始预应力值的确定。
  • This paper analyses the impacts of different restrains , different loads and different pre - stress value of cable on the natural vibration frequency , damping ratio and mode of structure
    分析不同配重情况、预应力值大小、支座约束对此类结构自振频率、阻尼比、振型的影响规律。
  • The level first frequency variety regularity following the pre - stressing cable value is achieved through white noise sweep checking . the conclusion that model is in elastic work stage is achieved
    对结构模型进行了振动台试验,采用白噪声对结构模型进行扫频分析,得出结构水平第一振型对应频率随拉索预应力值的变化规律。
  • The paper mainly introluces the stretching method for tendon , reasons for retraction of male cone , the influence of male cone retraction on prestress value , and measures adopt in dealing with extra loss of prestress
    介绍预应力筋张拉方法、锚塞回缩产生的原因、锚塞回缩对预应力值的影响程度以及其对预应力值过大损失的处理方法和措施。
  • The influence of some design parameters , such as density of net , rise - span ratio , height of strut , prestressing tension of cable , are analyzed , some economical and reasonable optimized parameters were gotten
    分析了网格密度、矢跨比、撑杆长度、钢索预应力值等设计参数对弦支穹顶各项性能指标的影响,得到了经济合理的设计参数取值范围。
  • The optimization design model and solution made designing of multiple pre - stress steel structure be based on theoretical research , which overcame the shortcomings of establishing the value of pre - stress through trial and error and experience . it has instructive importance on optimization theory and important value in practice , and prepared for the optimization design theory of pre - stress steel structure based on reliability
    本文提出的多次预应力钢结构设计模型和解法,使多次预应力钢结构设计建立在系统的优化理论基础上,克服了已有工程实践中通过多次试算,按经验来确定预应力值的弊端,对预应力钢结构的工程实际应用具有重要的理论指导意义和工程应用价值,也为进一步研究预应力钢结构的可靠性优化设计奠定了基础。
  • Thirdly , subspace iterative method is adopted in the paper , and natural periods and modes of preceding fifteen steps of zhongshan no . one bridge are solved , dynamic characteristics of this kind of structural system are obtained , inherent link between dynamic characteristics and structural rigidity is discussed deep , the viewpoint is provided that dynamic characteristics of a structure are considered as important basis whether structural scheme is rational ; in addition , the author brings out some own views and opinions about calculational methods of prestress value of different sorts of tie rods , simulation of local rigidity region , foundation of a local finite element model of a node
    另外,提出在施工阶段中某些构件的应力有可能比成桥状态的应力还大,需防止在施工状态中构件因强度不足而破坏;再次,采用于空间迭代法,求解了拱式组合体系桥梁的自振周期和振型,得出该种结构体系的动力特性,深入探讨了动力特性和结构刚度之间的内在联系,提出了把结构的动力特性作为判断结构方案是否合理的重要依据。此外,本文还就系杆预应力值的确定方法、局部刚度区域的模拟、节点局部有限元分析提出了作者的见解和看法,对解决类似问题得出了一些有参考意义的结论。
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