Gravity gradient is the second order derivative of gravitational potential, which can be observed by satellite gradiometer.

摘要重力梯度为重力位的二阶导数，可以通过星载梯度仪进行观测。

In this chapter, we partially solve the problem of inner radius of univalence for some parallelogram, applying the properties of extremal sets of Schwarz derivatives.

在这一章利用Schwarz 导数极值集的重要性质部分的解决了几类平行四边的单叶性内径。

The large deflection problem of cantilever beams was studied by means of the biparametric perturbation method and the first order derivative substitution from pseudolinear analysis approach.

利用拟线性分析法的一阶导数代换对程进行了简化处理,将的微分积分程转化为非线性代数程组,并结合双参数摄动研究了悬臂梁的大挠度问题。

Gravity gradient is the second order derivative of gravitational potential, which can be observed by satellite gradiometer.

摘要重力梯度为重力位的二阶导数，可以载梯度仪进行观测。

In this chapter, we partially solve the problem of inner radius of univalence for some parallelogram, applying the properties of extremal sets of Schwarz derivatives.

在这一章中我们利用Schwarz 导数极值集的重要性质部的解决了几类平行四边的单叶性内径。

The large deflection problem of cantilever beams was studied by means of the biparametric perturbation method and the first order derivative substitution from pseudolinear analysis approach.

利用拟线性析方法中的一阶导数代换对基本方程进行了简化处理,将基本的方程转化为非线性代数方程组,并结合双参数摄动研究了悬臂梁的大挠度问题。

Gravity gradient is the second order derivative of gravitational potential, which can be observed by satellite gradiometer.

摘要重力梯度为重力位的二阶导，可以通过星载梯度仪进行观测。

In this chapter, we partially solve the problem of inner radius of univalence for some parallelogram, applying the properties of extremal sets of Schwarz derivatives.

在这一章中我们利用Schwarz 导极值集的重要性质部分的解决了几类平行四边的单叶性内径。

The large deflection problem of cantilever beams was studied by means of the biparametric perturbation method and the first order derivative substitution from pseudolinear analysis approach.

利用拟线性分析方法中的一阶导代换对基本方程进行了简化处理,将基本的微分积分方程转化为非线性代方程组,并结合双动研究了悬臂梁的大挠度问题。

Gravity gradient is the second order derivative of gravitational potential, which can be observed by satellite gradiometer.

摘要重力梯度为重力位的二阶，可以通过星载梯度仪进行观测。

In this chapter, we partially solve the problem of inner radius of univalence for some parallelogram, applying the properties of extremal sets of Schwarz derivatives.

在这一章中我们利Schwarz 极值集的重要性质部分的解决了几类平行四边的单叶性内径。

The large deflection problem of cantilever beams was studied by means of the biparametric perturbation method and the first order derivative substitution from pseudolinear analysis approach.

利拟线性分析方法中的一阶对基本方程进行了简化处理,将基本的微分积分方程转化为非线性方程组,并结合双参摄动研究了悬臂梁的大挠度问题。

Gravity gradient is the second order derivative of gravitational potential, which can be observed by satellite gradiometer.

摘要重力梯度为重力位的二阶导数，可以通过星载梯度仪进观。

In this chapter, we partially solve the problem of inner radius of univalence for some parallelogram, applying the properties of extremal sets of Schwarz derivatives.

一章中我们利用Schwarz 导数极值集的重要性质部分的解决几类平四边的单叶性内径。

The large deflection problem of cantilever beams was studied by means of the biparametric perturbation method and the first order derivative substitution from pseudolinear analysis approach.

利用拟线性分析方法中的一阶导数代换对基本方程进化处理,将基本的微分积分方程转化为非线性代数方程组,并结合双参数摄动研究悬臂梁的大挠度问题。

Gravity gradient is the second order derivative of gravitational potential, which can be observed by satellite gradiometer.

摘要重力梯度为重力位二阶导数，可以通过星载梯度仪进行观测。

In this chapter, we partially solve the problem of inner radius of univalence for some parallelogram, applying the properties of extremal sets of Schwarz derivatives.

在这一章中我们利用Schwarz 导数极值集重要质部决了几类平行四边单叶内径。

The large deflection problem of cantilever beams was studied by means of the biparametric perturbation method and the first order derivative substitution from pseudolinear analysis approach.

利用析方法中一阶导数代换对基本方程进行了简化处理,将基本微积方程转化为非代数方程组,并结合双参数摄动研究了悬臂梁大挠度问题。

Gravity gradient is the second order derivative of gravitational potential, which can be observed by satellite gradiometer.

摘要重力梯度为重力位的二阶导数，可以通过星载梯度仪进行观测。

In this chapter, we partially solve the problem of inner radius of univalence for some parallelogram, applying the properties of extremal sets of Schwarz derivatives.

在这一章中我们利用Schwarz 导数极值集的重要性质部分的解决了几类平行四边的单叶性内径。

The large deflection problem of cantilever beams was studied by means of the biparametric perturbation method and the first order derivative substitution from pseudolinear analysis approach.

利用拟线性分析方法中的一阶导数代换对基本方程进行了简化处理,将基本的微分积分方程转化为非线性代数方程组,并结合双参数究了悬臂梁的大挠度问题。

Gravity gradient is the second order derivative of gravitational potential, which can be observed by satellite gradiometer.

摘要重力梯度为重力位的二阶导数，可以通过星载梯度仪进观。

In this chapter, we partially solve the problem of inner radius of univalence for some parallelogram, applying the properties of extremal sets of Schwarz derivatives.

一章中我们利用Schwarz 导数极值集的重要性质部分的解决几类平四边的单叶性内径。

The large deflection problem of cantilever beams was studied by means of the biparametric perturbation method and the first order derivative substitution from pseudolinear analysis approach.

利用拟线性分析方法中的一阶导数代换对基本方程进化处理,将基本的微分积分方程转化为非线性代数方程组,并结合双参数摄动研究悬臂梁的大挠度问题。

Gravity gradient is the second order derivative of gravitational potential, which can be observed by satellite gradiometer.

摘要重力梯度为重力位的二，可以通过星载梯度仪进行观测。

In this chapter, we partially solve the problem of inner radius of univalence for some parallelogram, applying the properties of extremal sets of Schwarz derivatives.

在这一章中我们利用Schwarz 极值集的重要性质部分的解决了几类平行四边的单叶性内径。

The large deflection problem of cantilever beams was studied by means of the biparametric perturbation method and the first order derivative substitution from pseudolinear analysis approach.

利用拟线性分析方法中的一代换对基本方进行了简处理,将基本的微分积分方为非线性代方组,并结合双参摄动研究了悬臂梁的大挠度问题。