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
上面。
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
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.
公共空间采用
树状
撑结
,不仅可行而且受力合理,完全符合《钢结
设计规范》对
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,并结合双参数摄动研究了悬臂梁
挠度问题。
声明:以上例句、词性分类均由互联网资源自动生成,部分未经过人工审核,其表达内容亦不代表本软件观点;若发现问题,欢迎向我们指正。
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
换对基本
程进行了简化处理,将基本的微分积分
程转化为非线性
程组,并结合双参
摄动研究了悬臂梁的大挠度问题。
声明:以上例句、词性分类均由互联网资源自动生成,部分未经过人工审核,其表达内容亦不表本软件的观点;若发现问题,欢迎向我们指正。
The strength and deflection of putlog as easy supporting girder, and the ledger is over and supported by putlog.
杆按照简
梁进行强度和挠度计算,大
杆
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。
声明:以上例句、词性分类均由互联网资源自动生成,部分未经过人工审核,其表达内容亦不表本软件的观点;若发现问题,欢迎向我们指正。
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。
声明:以上例句、词性分类均由互联网资源自动生成,部分未经过人工审核,其表达内容亦不代表软件的观点;若发现问题,欢迎向我们指正。
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,确定链传动需要调
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
《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。
声明:以上例句、词性分类均由互联网资源自动生成,部分未经过人工审核,其表达内容亦不代表本软件观点;若发现问题,欢迎向我们指正。
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
,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.
通过牵引链的挠度和链曲线长的计
,
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
体系,不仅可行而且受力合理,完全符合《钢结
设计规
》
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。
声明:以上例句、词性分类均由互联网资源自动生成,部分未经过人工审核,其表达内容亦不代表本软件的观点;若发现问题,欢迎向我们指正。
The strength and deflection of putlog as easy supporting girder, and the ledger is over and supported by putlog.
小横按照简
梁进行强度和挠度计算,大横
在小横
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,并结合双参数摄动研究了悬臂梁
大挠度问题。
声明:以例句、词性分类均由互联网资源自动生成,部分未经过人工审核,其表达内容亦不代表本软件
观点;若发现问题,欢迎向我们指正。
The strength and deflection of putlog as easy supporting girder, and the ledger is over and supported by putlog.
杆按照简
梁进行强度和挠度计算,大
杆在
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.
利用拟线性析
法中的一阶导数代换对基本
程进行了简化处理,将基本的微
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。
声明:以上例句、词性类均由互联网资源自动生成,部
未经过人工审核,其表达内容亦不代表本软件的观点;若发现问题,欢迎向我们指正。
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。
声明:以上例句、词性分类均由互联网资源自生成,部分未经过人工审核,其表达内容亦不代表本软件的观点;若发现问题,欢迎向我们指正。