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

摘悬臂梁物理性能参数尤其是弹性系数对MEMS中微器件性能有着重响。

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

根据实际测试工需,提出一种双悬臂梁应变式二分力传感器设计案。

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.

利拟线性分析法中一阶导数代换对基本进行了简化处理,将基本微分积分化为非线性代数组,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.

摘要悬臂的物理性能参数尤其是弹性系数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,提出一种双悬臂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数方程组,并结合双参数摄动研究了悬臂的大挠度问题。

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.

该程序悬臂算例和拉西瓦拱坝-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.

摘要悬臂梁物理性能参数尤其是弹性系数对MEMS中微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.

根据实工程需要,提出一种双悬臂梁应变式二分力传感器设计方案。

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.

利拟线性分析方法中一阶导数代换对方程进行了简化处理,将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参数尤其是弹性系数对MEMS中微器件的性有重要的影响。

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尤其是弹性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一阶导代换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,双参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.

应该程序悬臂梁算例和拉西瓦拱坝-地基模型进行弹性分析，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.

摘要悬臂梁物理性能参数尤其是弹性系数对MEMS中微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.

根据实工程需要,提出一种双悬臂梁应变式二分力传感器设计方案。

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.

利拟线性分析方法中一阶导数代换对方程进行了简化处理,将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.

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,提出一种双悬臂梁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悬臂梁的大挠度。

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.

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尤其是弹性系MEMS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.

利拟线性分析方法的一阶导代换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,合双参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.

应该程序悬臂梁算例和拉西瓦拱坝-地基模型进行弹性分析，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,提出一种双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梁的大题。

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-地基模型进行弹性分析，结果表明该方法有效可行。