1) improved finite bar element
改进有限杆单元
1.
The foundation pile improved finite bar element method under oblique eccentric loading
倾斜偏心荷载作用下基桩改进有限杆单元法
2) improved FEM
改进有限元法
3) the improved extend finite element
改进扩展有限元
4) pole system finite element method
杆系有限单元法
1.
In order to satisfy the requirements of design and calculation of piles subjected to laterally parabolic distributed loads,the finite difference method and the pole system finite element method of elastic foundation are presented and discussed in order to compute the displacements and internal forces by adopting biparameter method of lateral subgrade reaction.
为适应抛物线分布荷载推力桩的设计和计算的需要,提出和探讨地基水平抗力系数按双参数模式表达下桩身位移和内力计算的有限差分法和弹性地基杆系有限单元法。
2.
Aimed at problems lying in the existing m methods for calculation of laterally loaded piles installed in multi-layered soils,the finite difference method and the pole system finite element method of elastic foundation beam with elastic links were presented in order to compute the displacements and internal forces by adopting actual modulus of subgrade reaction of layered soils.
针对现行多层地基中水平荷载桩计算m法存在的问题,提出了按实际成层地基抗力系数采用有限差分法和弹性地基杆系有限单元法计算桩身位移和内力的方法,编制了全桩位移、内力计算和图形处理程序。
5) method of finite element of beam/bar
梁/杆有限单元法
6) curved beam finite element method
曲杆有限单元法
补充资料：改进
改变旧有情况，使有所进步：～工作ㄧ操作方法有待～。
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参考词条