The physical properities of cantilever, in particular the spring constant has important influence on the microcomponent of MEMS.

摘要悬臂梁物理性能参数尤其是弹性系数对MEMS中器件性能有着重要影响。

According to the need of testing engineering practice, a project for deuce force sensor of double cantalever girder strain style was designed.

根测试工程需要,提出一种双悬臂梁应变式二力传感器设计方案。

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,将基本积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大挠度问题。

A cantilever beam and Laxiwa dam-base system are analyzed in details by using proposed method.The results show that the 3D EFGM is effective and accurate for problems in geotechnique engineering.

应该程序对悬臂梁算例和拉西瓦拱坝-地基模型进行弹性析，结果表明该方法有效可行。

The physical properities of cantilever, in particular the spring constant has important influence on the microcomponent of MEMS.

摘要的物理性能参数尤其是弹性系数对MEMS中微器件的性能有着重要的影响。

According to the need of testing engineering practice, a project for deuce force sensor of double cantalever girder strain style was designed.

根据实际测试工程的需要,提出一种双应变式二分力传感器的设计方案。

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,并结合双参数摄动研究了的问题。

A cantilever beam and Laxiwa dam-base system are analyzed in details by using proposed method.The results show that the 3D EFGM is effective and accurate for problems in geotechnique engineering.

应该程序对算例和拉西瓦拱坝-地基模型进行弹性分析，结果表明该方法有效可行。

The physical properities of cantilever, in particular the spring constant has important influence on the microcomponent of MEMS.

摘要悬臂梁的物理性能参数尤其是弹性系数对MEMS件的性能有着重要的影响。

According to the need of testing engineering practice, a project for deuce force sensor of double cantalever girder strain style was designed.

根据实际测试工的需要,提出一种双悬臂梁应变式二分力传感的设计案。

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.

利拟线性分析法的一阶导数代换对基本进行了简化处理,将基本的分积分转化为非线性代数,并结合双参数摄动研究了悬臂梁的大挠度问题。

A cantilever beam and Laxiwa dam-base system are analyzed in details by using proposed method.The results show that the 3D EFGM is effective and accurate for problems in geotechnique engineering.

应该序对悬臂梁算例和拉西瓦拱坝-地基模型进行弹性分析，结果表明该法有效可行。

The physical properities of cantilever, in particular the spring constant has important influence on the microcomponent of MEMS.

摘要悬臂梁的物理性能参数尤其是弹性系数对MEMS中器件的性能有着重要的影响。

According to the need of testing engineering practice, a project for deuce force sensor of double cantalever girder strain style was designed.

际测试工程的需要,提出一种双悬臂梁应变式二力传感器的设计方案。

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。

A cantilever beam and Laxiwa dam-base system are analyzed in details by using proposed method.The results show that the 3D EFGM is effective and accurate for problems in geotechnique engineering.

应该程序对悬臂梁算例和拉西瓦拱坝-地基模型进行弹性析，结果表明该方法有效可行。

The physical properities of cantilever, in particular the spring constant has important influence on the microcomponent of MEMS.

摘要臂梁的物理性能参数尤其是弹性系数对MEMS中微器件的性能有着重要的影响。

According to the need of testing engineering practice, a project for deuce force sensor of double cantalever girder strain style was designed.

根据实际测试工的需要,提出一臂梁应变式二分力传感器的设计案。

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.

利拟线性分析法中的一阶导数代换对基进行了简化处理,将基的微分积分转化为非线性代数组,并结合参数摄动研究了臂梁的大挠度问题。

A cantilever beam and Laxiwa dam-base system are analyzed in details by using proposed method.The results show that the 3D EFGM is effective and accurate for problems in geotechnique engineering.

应该序对臂梁算例和拉西瓦拱坝-地基模型进行弹性分析，结果表明该法有效可行。

The physical properities of cantilever, in particular the spring constant has important influence on the microcomponent of MEMS.

摘要悬臂梁的物理能参数尤其是弹系数对MEMS中微器件的能有着重要的影响。

According to the need of testing engineering practice, a project for deuce force sensor of double cantalever girder strain style was designed.

根据实际测试工程的需要,提出一种双悬臂梁应变式二力传感器的案。

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.

利拟线法中的一阶导数代换对基本程进行了简化处理,将基本的微积程转化为非线代数程组,并结合双参数摄动研究了悬臂梁的大挠度问题。

A cantilever beam and Laxiwa dam-base system are analyzed in details by using proposed method.The results show that the 3D EFGM is effective and accurate for problems in geotechnique engineering.

应该程序对悬臂梁算例和拉西瓦拱坝-地基模型进行弹，结果表明该法有效可行。

The physical properities of cantilever, in particular the spring constant has important influence on the microcomponent of MEMS.

摘要梁的物理性能参数尤其是弹性系数对MEMS中微器件的性能有着重要的影响。

According to the need of testing engineering practice, a project for deuce force sensor of double cantalever girder strain style was designed.

根据实际测试工程的需要,提出一种梁应变式二分力传感器的设计案。

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.

利拟线性分析法中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,并结合参数摄动研究了梁的大挠度问题。

A cantilever beam and Laxiwa dam-base system are analyzed in details by using proposed method.The results show that the 3D EFGM is effective and accurate for problems in geotechnique engineering.

应该程序对梁算例和拉西瓦拱坝-地模型进行弹性分析，结果表明该法有效可行。

The physical properities of cantilever, in particular the spring constant has important influence on the microcomponent of MEMS.

摘要悬臂梁物理性能参数尤其是弹性系数对MEMS微件性能有着重要影响。

According to the need of testing engineering practice, a project for deuce force sensor of double cantalever girder strain style was designed.

根据实际测试工程需要,提出一种双悬臂梁应变式二分力设计方案。

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.

利拟线性分析方法一阶导数代换对基本方程进行了简化处理,将基本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了悬臂梁大挠度问题。

A cantilever beam and Laxiwa dam-base system are analyzed in details by using proposed method.The results show that the 3D EFGM is effective and accurate for problems in geotechnique engineering.

应该程序对悬臂梁算例和拉西瓦拱坝-地基模型进行弹性分析，结果表明该方法有效可行。

The physical properities of cantilever, in particular the spring constant has important influence on the microcomponent of MEMS.

摘要悬臂梁的物理性能参数尤其是弹性系数对MEMS中微器件的性能有着重要的影响。

According to the need of testing engineering practice, a project for deuce force sensor of double cantalever girder strain style was designed.

根据实际测试工程的需要,种双悬臂梁应变式二分力传感器的设计方案。

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阶导数代换对基本方程简化处理,将基本的微分积分方程转化为非线性代数方程组,并结合双参数摄动研究悬臂梁的大挠度问题。

A cantilever beam and Laxiwa dam-base system are analyzed in details by using proposed method.The results show that the 3D EFGM is effective and accurate for problems in geotechnique engineering.

应该程序对悬臂梁算例和拉西瓦拱坝-地基模型弹性分析，结果表明该方法有效可。