函数推广的英文

• functional generalization

• 函数:    function
• 推广:    popularize; spread; extend; ...
• 推广:    popularize; spread; extend; generalization 推广科学管理方法 spread the scientific method of management; 推广科研成果 popularize research results; 推广普通话 popularize the common speech (putong hua); popularize the common spoken chinese; 推广先进经验 spread [disseminate] advanced experience; 推广应用科技成果 popularize and apply scientific and technical achievements; 推广应用重大科技成果 disseminate and apply major scientific and technological research achievements; 推广费用 promotion expenses; 推广应用 application and dissemination; 推广站 a centre for spreading or introducing sth
• 参数推断:    parametric inference
• 点数推理:    enumerative reasoning

例句与用法

1. We improve this method as follows : ( 1 ) single jacobi elliptic function is replaced with an unified jacobi elliptic equation , thus repeated calculation is avoided ; ( 2 ) extending the expansion method from sole - function to double - function form , the more solutions for npde are obtainted ; ( 3 ) using many of jacobi elliptic functions besides ordinary three kinds , the content of solutions represented by jacobi elliptic by the jacobi elliptic function expansion method and computer functions is very abundant
   我们对此方法做了如下几点改进：用统一的jacobi椭圆方程组代替单个的jacobi椭圆函数，避免重复计算；将jacobi椭圆单函数展开方法推广到jacobi椭圆双函数展开，这样可以得到更多的解；将通常使用的三个jacobi椭圆函数推广到多个jacobi椭圆函数，丰富了用jacobi椭圆函数表示的解的内容。利用改进的jacobi椭圆函数展开法，求解了bbm方程和boussinesq方程组。
2. In the paper , consolidation effects on stress and displacement distributions are n ' t taken into consideration due to supposing that foundation soil consolidation has completed after surcharging preloading . based on the inherent anisotropy and induced anisotropy of foundation soil body , transversely isotropic elastic constitutive relations are adopted to simulate half - space clastic foundation body . the relations between displacement and displacement function are proposed by extending t , ove displacement function to transversely isotropic elastic half - space
   本文假设地基土体是经过超载预压处理过的，固结已经完成，不考虑固结对应力、位移场分布的影响；基于地基土存在着固有各向异性和诱发各向异性，在前人的基础上对e地基模型进行修正，采用横观各向同性弹性模型模拟无限弹性半空间，将love位移函数推广到半空间，得到位移与位移函数之间的关系，然后经过hankel变换得到非轴对称问题位移、应力的一般解。