The strength and deflection of putlog as easy supporting girder, and the ledger is over and supported by putlog.

小横杆按照简梁进行强度和挠度计算，大横杆在小横杆的上面。

Through the calculation on flexivity of drag-chainand length of chain curve,set screw-pull-ing instrumentneeds to be adaptedto suitable period.

通过对的挠度和曲线长的计算,确定传动需要调整的适当时期。

The deformations of dendriform-column by FEM analysis is less than the request in the code for design of steel structures.

大型公共空间采用大型的树状撑结构体系,不仅可行而且受力合理,完全符合《钢结构设计规范》对构件的挠度要求。

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,将基本的微积方程转化为非线代数方程组,并结合双参数摄动研究了悬臂梁的大挠度问题。

The strength and deflection of putlog as easy supporting girder, and the ledger is over and supported by putlog.

小横杆按照简梁进行强度和挠度计算，大横杆在小横杆的上面。

Through the calculation on flexivity of drag-chainand length of chain curve,set screw-pull-ing instrumentneeds to be adaptedto suitable period.

通过对牵引链的挠度和链曲线长的计算,确定链传动需要调整的适当时期。

The deformations of dendriform-column by FEM analysis is less than the request in the code for design of steel structures.

大型公共空间采用大型的树状撑结构体系,不仅可行而且受力合理,完全符合《钢结构设计规范》对构件的挠度要求。

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.

利用拟线性分析法中的一阶导数代换对基本进行了简化处理,将基本的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的大挠度问题。

The strength and deflection of putlog as easy supporting girder, and the ledger is over and supported by putlog.

小横杆按照简梁进行强度和挠度，横杆在小横杆的上面。

Through the calculation on flexivity of drag-chainand length of chain curve,set screw-pull-ing instrumentneeds to be adaptedto suitable period.

通过对牵引链的挠度和链曲线长的,确定链传动需要调整的适当时期。

The deformations of dendriform-column by FEM analysis is less than the request in the code for design of steel structures.

型公共空间采用型的树状撑结构体系,不仅可行而且受力合理,完全符合《钢结构设规范》对构件的挠度要求。

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,并结合双参数摄动研究了悬臂梁的挠度问题。

The strength and deflection of putlog as easy supporting girder, and the ledger is over and supported by putlog.

小横杆按照简梁进行强度和挠度算，大横杆在小横杆的上面。

Through the calculation on flexivity of drag-chainand length of chain curve,set screw-pull-ing instrumentneeds to be adaptedto suitable period.

通过对牵引链的挠度和链曲线长的算,确定链要调整的适当时期。

The deformations of dendriform-column by FEM analysis is less than the request in the code for design of steel structures.

大型公共空间采用大型的树状撑结体系,不仅可行而且受力合理,完全符合《钢结规范》对件的挠度要求。

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,并结合双参数摄研究了悬臂梁的大挠度问题。

The strength and deflection of putlog as easy supporting girder, and the ledger is over and supported by putlog.

小横杆按照简梁进强度和挠度计算，大横杆在小横杆的上面。

Through the calculation on flexivity of drag-chainand length of chain curve,set screw-pull-ing instrumentneeds to be adaptedto suitable period.

通过对牵引链的挠度和链曲线长的计算,确定链传动需要调整的适当时期。

The deformations of dendriform-column by FEM analysis is less than the request in the code for design of steel structures.

大型间采用大型的树状撑结构体系,不仅可受力合理,完全符合《钢结构设计规范》对构件的挠度要求。

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问题。

The strength and deflection of putlog as easy supporting girder, and the ledger is over and supported by putlog.

小横杆按照简梁进行强度和挠度计算，大横杆在小横杆的上面。

Through the calculation on flexivity of drag-chainand length of chain curve,set screw-pull-ing instrumentneeds to be adaptedto suitable period.

通过对牵引链的挠度和链曲线长的计算,确定链传动需要调整的适。

The deformations of dendriform-column by FEM analysis is less than the request in the code for design of steel structures.

大型公共空间采用大型的树状撑结构体系,不仅可行而且受力,全符《钢结构设计规范》对构件的挠度要求。

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,将基本的微分积分方程转化为非线性代数方程组,并结双参数摄动研究了悬臂梁的大挠度问题。

The strength and deflection of putlog as easy supporting girder, and the ledger is over and supported by putlog.

小横杆按照简梁进行强度和挠度计算，大横杆在小横杆的上面。

Through the calculation on flexivity of drag-chainand length of chain curve,set screw-pull-ing instrumentneeds to be adaptedto suitable period.

通过链的挠度和链曲线长的计算,确定链传动需要调整的适当时期。

The deformations of dendriform-column by FEM analysis is less than the request in the code for design of steel structures.

大型公共空间采用大型的树状撑结构体系,不仅可行而且受力合理,完全符合《钢结构设计规范》构件的挠度要求。

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.

利用拟线性法中的一阶导数代换基本程进行了简化处理,将基本的微积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。

The strength and deflection of putlog as easy supporting girder, and the ledger is over and supported by putlog.

小横杆按照简梁进行强度和挠度算，大横杆在小横杆的上面。

Through the calculation on flexivity of drag-chainand length of chain curve,set screw-pull-ing instrumentneeds to be adaptedto suitable period.

通过对牵引的挠度和曲线长的算,确定需要调整的适当时期。

The deformations of dendriform-column by FEM analysis is less than the request in the code for design of steel structures.

大型公共空间采用大型的树状撑结构体系,不仅可行而且受力合理,完全符合《钢结构范》对构件的挠度要求。

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,并结合双参数摄研究了悬臂梁的大挠度问题。

The strength and deflection of putlog as easy supporting girder, and the ledger is over and supported by putlog.

小横杆按照简梁进行强度和挠度计算，大横杆在小横杆的上面。

Through the calculation on flexivity of drag-chainand length of chain curve,set screw-pull-ing instrumentneeds to be adaptedto suitable period.

通引链的挠度和链曲线长的计算,确定链传动需要调整的适当时期。

The deformations of dendriform-column by FEM analysis is less than the request in the code for design of steel structures.

大型公共空间采用大型的树状撑结构体系,不仅可行而且受力合理,完全符合《钢结构设计规范》构件的挠度要求。

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.

利用拟线性分法中的一阶导数代换基本程进行了简化处理,将基本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。