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.

通过对牵引链挠度和链曲线长计算,确定链传动需要适当时期。

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树状撑结构体系,不仅可行而且受力理,完全《结构设计规范》对构件挠度要求。

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,并结双参数摄动研究了悬臂梁大挠度问题。

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.

大型公共用大型的树状撑结构体系,不而且受力合理,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和挠计算，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.

通过对牵引的挠和长的计算,确定传动需调整的适当时期。

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。

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性代数方程组,并结合双参数摄动研究了悬臂梁的大挠问题。

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

小按照简梁进行强度和挠度计算，大在小上面。

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

通过对牵引链挠度和链曲线长计算,确定链传动需要调整适当时期。

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一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方程组,并结合双参摄动研究了悬臂梁大挠度问题。

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

小照简梁进行强度和挠度计算，大在小的上面。

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。

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,不仅可而且受力合,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了简化,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.

小按照简梁进行强度和挠度计算，大在小上面。

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

通过对牵引链挠度和链曲线长计算,确定链传动需要调整适当时期。

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一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方程组,并结合双参摄动研究了悬臂梁大挠度问题。

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

小横杆梁进行强度和挠度计算，大横杆在小横杆上面。

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

通过对牵引链挠度和链曲线长计算,确定链传动需要调整适当时期。

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一阶导数代换对基方程进行了化处理,将基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。

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体系,不仅可行而且受力合理,完全符合《钢计规范》对件的挠度求。

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,并合双参数摄研究了悬臂梁的大挠度问题。