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computer method造句

"computer method"是什么意思   

例句与造句

  1. Computer methods may then be used to advantage .
    采用计算机方法是有益的。
  2. A computer method for hydraulic calculation diagram
    水力计算求解图的计算机实现
  3. Computer methods for drawing displacement diagram of statically determinated structure
    静定结构位移图的计算机绘制
  4. A computer method on calculating the preliminary desigh parameters of flat cate
    确定平面翻板闸闸门初步设计参数的计算机算法
  5. A computer method of steady non - uniform gradual varied flow in open channel amp; in river
    明渠恒定非均匀渐变流水面曲线的计算机算法
  6. It's difficult to find computer method in a sentence. 用computer method造句挺难的
  7. The nonlinear static pushover analysis ( poa ) is a simplified computer method for seismic performance evaluation
    Poa分析是一种结构非线性地震响应的简化方法。
  8. In this paper , the computer method of pipe - system ' s analysis is introduced , also the computer program of pipe - system ' s checking is given out
    本文介绍了管网分析的计算机方法,并进行了管网平差计算的计算机程序编写。
  9. Adaptive raise degree computer method is the innovation of research . researches show that success rate of creating model raise after using the adaptive method
    本研究的创新之处是算法的自适应升次计算,研究表明:采用自适应建模方式后,大大提高了建模成功率。
  10. An intelligently arranged computer method is put forward aimed at the difficulty in the design of water distribution system and a corresponding software is also programmed
    摘要针对注水井配水系统设计中的复杂问题,制定了配水工具智能化排布的计算机算法,并编制了相应的软件。
  11. Belytschko , t . , krougauz , y . , organ , d . , fleming , m . , krysl . p . , meshless method : an overview and recent developments , computer methods in applied mechanics and engineering , vol . 139 , 1996 . 3 - 47
    徐次达,陈学潮,郑瑞芬, 《新固体力学加权残数法?原理、方法和应用》 ,同济大学出版社,上海, 1997 。
  12. Belytschko , t . , krougauz , y . , organ , d . , fleming , m . and krysl . p . , meshless method : an overview and recent developments , computer methods in applied mechanics and engineering , vol . 139 , 1996 . 3 - 47
    徐次达,陈学潮,郑瑞芬, 《新固体力学加权残数法?原理、方法和应用》 ,同济大学出版社,上海, 1997 。
  13. This paper try to mix the finite strip method and hybrid stress element , and deduce a numerical and computer method which combines the advantages of the two methods - mixed hybrid finite strip method ; analyze the intensity and stability of the orthotropic plate by this method ; deduce the formula of the orthotropic plate ' s analysis and calculation under this method ; compile the program of orthotropic plate ' s mixed hybrid finite strip method ( hfsop . for ) with fortran - 77 language , and perform them under fortran90 environment of pc computer ; comparing with traditional methods by example of computing , prove that the mixed hybrid finite strip method have better degree of accuracy , moderating the stiffness of plate , coming more close to actual conditions , avoiding over - hard or over - soft ; finally , this paper analyze the stability of a orthotropic plate by this method , and deduce the - value of critical stress
    论文将有限条法和应力杂交元法两者结合起来,导出一种兼有两者优点的数值计算方法? ?混合杂交有限条法。运用这种方法对正交异性板的强度和稳定进行了分析,推导出正交异性板在这种方法下的分析计算公式,用fortran - 77语言编写正交异性板混合杂交有限条法程序( hfsop . for )在微机fortran90环境下运行。通过算例与传统的方法比较,验证混合杂交有限条法有更好的精度,使板的刚度适中,更接近实际情况,避免“过硬”或“过软” ;最后,论文还用此方法对一正交异性板进行了稳定分析,得出临界应力值。
  14. In addition , the computer method is proposed to get the stochastic pile capacity and the random optimum analysis is done in virtue of the genetic algorithm which can easily think over the influence of the randomness of pile capacity on the internal force of capping beam based on the thorough analysis about the primary factors influencing the randomness of pile capacity . an optimization program is worked out for the analysis which can consider the pile - soil - cap interaction and the non - linear character of the foundation soil
    此外,本文对影响基桩承载力差异性的主要因素进行了深入分析,提出了基桩承载力随机生成的计算机方法,并采用遗传算法对承台梁内力进行随机优化分析,可方便地考虑基桩承载力随机性对承台梁内力的影响,并开发出能考虑桩?土?承台共同工作及地基土非线性特性的桩基承台梁内力优化分析程序。
  15. In this paper , with the available computer method , theauthors have obtained the stress distribution acrosssections of reinforced concrete composite beams under two stages ofloading , and show that the stress redistribution under two stages ofloading results in a reduction of stress discrepancy in thetensile steel and of strain discrepency in the compressed concrete between thecomposite beam and the corresponding casting beam
    本文运用成熟的电算模拟方法,计算得到二阶段受力钢筋砼叠合梁在不同受力阶段的截面应力分布规律及钢筋的应力变化规律,分析得到二阶段受力时钢筋砼叠合梁1的受拉钢筋应力超前、受压区砼应变迟后逐渐缓解的实质为截面应力重分布的结果

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