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

小横杆按照简梁强和算，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.

通过对牵引链的和链曲线长的算,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,不仅可而且受力合理,完全符合《钢结构设规范》对构件的要求。

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了简化处理,将基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问题。

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

小横简梁进行强度和挠度计算，大横在小横上面。

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。

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.

通过对牵引的挠度线长的计算,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》对构件的挠度。

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.

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.

小横杆按照梁进行挠计算，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.

通过对牵引链的挠链曲线长的计算,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，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.

公共空间采的树状撑结构,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挠度问题。

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

小杆按照简梁进行强度和挠度计，杆在小杆的上面。

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,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.

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。

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，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。

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,完全符《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挠度问题。