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1)  sequential method based on initial deformations
初始变形"顺序分析法"
1.
From the view of initial deformation,the dual intercrossed iterative method is developed to determine the initial deformations of cables and hangers,sequential method based on initial deformations to simulate the tensioning process in batches,and converse iterative method in sequential anal.
本文从索初始变形的角度出发,针对该类结构的特点,提出了“双重交叉迭代法”确定拉索和吊杆初始变形,索初始变形“顺序分析法”模拟分批张拉施工过程以及索张拉力“顺序分析逆迭代法”解决张拉力已知时的预应力施工过程模拟问题,并将这三种方法进行不同组合,解决各种情况下的多次、分批张拉施工过程分析的问题,由此确立了一套完整的适合该类结构的预应力全过程分析方法。
2)  initial order
初始顺序
3)  initial form analysis
初始形态分析
1.
Based on geometrical nonlinear finite element theory, a curved quadrilateral isoperimetric element with 8 nodes for initial form analysis of tensile membrane structures is presented.
根据几何非线性有限元理论,提出张力膜结构初始形态分析的8结点曲面四边形等参单元。
2.
Based on the geometrical nonlinear finite element (GNFE) theory, a curved quadrilateral isoperimetric element with 8 nodes for initial form analysis of tensile membrane structures is presented.
本文根据几何非线性有限元理论,提出张力膜结构初始形态分析的8结点曲面四边形等参单元。
4)  initial deformation
初始变形
1.
Effect of the random initial deformation on loading capacity of derrick;
任意初始变形对井架承载的影响
5)  sequentical injection analysis
顺序注射分析法
6)  multi-initial condition bifurcation method
多初始点分岔分析方法
补充资料:大坝内部变形观测(见水工建筑物变形观测)


大坝内部变形观测(见水工建筑物变形观测)


  daba neibubianxing guanCe大坝内部变形观测见水工建筑物变形观测。
  
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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