1) finite staff element method
有限杆单元法
1.
At the same time, the finite staff element method is used to analyze the influence of beam rigidity; and the two new methods proposed are used to analyze the influence of connect way between piles and beam; and the conclusion is obtained that the rigidity ratio between beam and piles being 0.
同时,用有限杆单元法,对双排桩的连梁刚度和用文中提出的方法以桩梁连接方式进行了试验和理论分析得出如下结论:在满足不相互影响排桩间距的情况下,桩顶连梁与桩的刚度比不小于0。
2) 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。
3) method of finite element of beam/bar
梁/杆有限单元法
4) curved beam finite element method
曲杆有限单元法
5) elastic foundation finite element method
弹性杆系有限单元法
6) stochastic finite bar element method
随机有限杆单元法
1.
Analysis and research on the calculation of stochastic finite bar element method of the single-row anti-slide pile
单排抗滑桩随机有限杆单元法计算的分析与研究
补充资料：有限
1.有限制;有限度。 2.指数量不多;程度不高。 3.哲学范畴。指有条件的﹑在空间和时间上都有一定限制的﹑有始有终的东西。相对于"无限"而言。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条