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方程组,并结合双参摄动研究了悬臂梁的大挠度问题。

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支撑结构体系,不仅可行而合理,完全符合《钢结构设计规范》对构件的挠度要求。

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

小横杆按照简支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。