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总和法的英文

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"总和法"怎么读用"总和法"造句

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  • aggregate method
  • method of summation
  • summation method

例句与用法

  • Sum - of - the - years - digits method sy
    年数总和法
  • Layerwise summation method
    分层总和法
  • On the basis of layered method , a method to calculate the consolidation settlement of vacuum preloading was deduced
    在分层总和法思想基础上,提出了真空预压加固地基固结沉降计算方法。
  • The emphasis of this paper is to analyse the effect of the whole interaction system created by change of the raft thickness
    在分析中,上部结构用空间子结构法分析,而分层土用分层总和法求其刚度。
  • Four basic methods exist for computing depreciation straight - line , units - of - production , declining - balance , and sum - of - years ' - digits
    计算折旧有四种基本方法:直线法,产量法,双倍余额递减法和年数总和法
  • The prediction results by the model show good consistency with the test results . a simplified large post - liquefaction deformation method has been put forward , which is designed to calculate the post - liquefaction deformation of horizontally - layered or near horizontally - layered
    基于上述本构模型及分层总和法的概念提出了一个大变形简化预测分析方法,并用该方法给出了一个预测示例。
  • The precision of its calculating results has an direct effect on the design , construction and safe usage . in the typical calculation of the settlement of foundation , additional stress incurring by loading is calculated according to elastic theory which has the same characteristics in semi - indefinated space , the condesion of soil is decided by the condesion experiment of one - demension and the settlement is calculated by adding results of respective layer
    地基沉降计算一直是困扰岩土工程技术人员的一个难题,其准确与否将直接影响建筑物的设计、施工和安全使用。在经典的地基沉降计算方法中,荷载作用下地基中附加应力场是根据半无限空间各向同性弹性体理论计算的,土体压缩性是根据一维压缩试验确定的,并采用分层总和法来计算地基的沉降量。
  • Base on the theory of bearing capacity of single pile , we calculated the bearing capacity of single precast pile in zhoushan . the target reliability and partial factors were provided at the same time . according to the theory of settlement of single pile , mindlin solution and layerwise summation method , we also calculated the settlement and provided a settlement prediction method
    结合舟山实际试桩资料,本文对单桩承载力进行了估算,在此基础上进行了可靠度指标的计算和荷载分项系数、抗力分项系数的计算;根据沉降理论对单桩沉降应用mindlin解和分层总和法进行计算并与资料进行了对比。
  • That is to say , this paper improved the layer summation method in order to make it can adapt to any shape load ' s effect and can be used to calculate the eventual foundation deformation of a point at will . at the same , this paper still combined concretion formula of one dimension and hyperbolic method with mathematical and statistical method and revised the hyperbolic method in order to make them can be used more rational
    这三种改进的计算方法,即对分层总和法进行改进,利用编程计算,使其可应用到对任何形状填筑体荷载作用下的任意点处的地基最终沉降变形计算;将一维固结公式及双曲线法与数理统计相结合,并对双曲线法进行修正,使两种方法的应用更趋合理。
  • The key to calculate the moistening deformation is to work out the distribution of the water content . aiming to the collapsible accidents owing of leakage , this text establishs two - dimensional immersing model of collapsible loess and predicts the change of water content in loess subsoil . furthermore the text selects the stress path method to calculate the moistening deformation subjected to leakage , substituting compressing moduls for tangent moduls after taking cavity ratio and water content into account , putting forward the method to calculate the moistening deformation
    增湿变形的关键是研究含水量的变化,本文针对黄土地基由于漏水所引起的湿陷事故,建立了二维湿陷性黄土地基积水入渗模型,实现了对黄土地基含水量变化的预测,进一步选择了分层总和法计算黄土地基增湿变形,考虑了含水量、孔隙比对模量的影响,以弦线模量取代压缩模量,提出了计算增湿变形的计算方法,计算了由于漏水而引起的黄土地基增湿变形量。
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