1) subdivision finite layer method
有限层子域法
1.
In order to consider the effect of multi layered ,non nomogeneous soil, subdivision finite layer method was presented.
为了考虑土的层状分布及非均质性 ,提出了有限层子域法 ,对拱式基础中承台板 ,离散成带旋转自由度的组合厚板单元。
2) finite layer method
有限层法
1.
Soil is modeled as visco elasto plastic material with layered feature and analyzed by finite layer method in practice.
地基土体采用粘弹塑性流变本构模型 ,为适应地基实际的层状结构 ,采用有限层法分析 ;桩采用弹性杆有限元分析 。
2.
The numerical examples are presented and compared with the analytical solutions to demonstrate the validity of finite layer method.
通过算例的有限层解与解析解的对比分析,在验证有限层法正确性的基础上,深入探讨了计算区域、计算项数等因素对计算结果的影响,得到了计算区域尺寸影响有限层解的收敛速度等结论,最后给出了一定精度条件下计算项数选用的近似估算公式。
3.
The finite layer method(FLM) is a quasi-numerical and quasi-analytic method,which is to discretize one dimension of the spatial domain using finite elements,approximating variations in the other two dimensions by continuous function.
有限层法是一种对空间某一方向进行数值离散,而在其余两方向采用连续函数的半数值半解析方法。
4) finite element-finite layer method
有限元-有限层法
1.
Based on the synthetical studying , an analysis to piles under simultaneous horizontal and vertical loading is advanced by the finite element-finite layer method in which the layered transversely isotropic and elastic half-space soil model is applied and the influence of P-Δ effect on internal force of piles is considered in this paper .
本文通过综合分析,采用层状横向各向同性弹性半空间地基模型,利用有限元-有限层法,并考虑P-Δ效应对桩身内力的影响,对基桩的P-Δ效应进行了分析。
6) finite fault method
有限断层法
1.
In this paper,we use stochastic finite fault method to simulate the ground motion at Qina,and compare it with the observational recording,finding that the simulated acceleration time history reflects the main features of actual seismic motion.
利用随机有限断层法对期纳台的强震动进行了合成,经与实际记录对比认为,合成的地震动较好地反映了真实地震动的主要特征。
补充资料：层子
见强子结构。
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