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,提出一种双悬臂梁应变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代换对基本方程进行了简化处理,将基本的微积方程转化为非线性代方程组,并结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,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。

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-地基模型进弹性分析，结果表明该方法有效可。

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。

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.

摘要悬臂梁物理参数尤其是弹系数对MEMS中微器件有着重要影响。

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.

利拟分析方法中一阶导数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.

摘要梁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数代换对本方进行了简化处,本的微分积分方转化为非线性代数方组,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,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数代换对基本方程进行处理,将基本的微分积分方程转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-地基模型进行弹性分析，结果表明该方法有效可行。