spatial finite element model 空间有限元模型
spatial finite element method 空间有限元方法
spatial finite element analysis 三维有限元分析
spatial finite element for a 实体有限元分析
spatial finite element physical model 空间有限元实体模型
spatial finite element analysis model 空间有限元分析模型
spatial staff finite element 空间杆系
spatial isoparametric finite element 空间等参数单元
spatial shell finite element model 空间板壳有限元模型
At the same time,spatial finite element model is created for contrast. All of the researches are carried out on the background of a spatial continuous beam-arch composite bridges,and the relative loading experimental results are compared with the calculated values.
在此基础上，以一座实际的预应力混凝土连续梁拱组合体系桥梁为工程背景，采用一般的试验研究方法对该桥进行了荷载试验研究，并将有关的荷载试验结果与理论计算值作了比较，结果表明：所提出的弹性支承连续梁法计算值，与空间有限元分析理论值及荷载试验测试值基本吻合。
参考来源 - 三跨连续梁拱组合体系桥梁的分析及其试验研究This paper generalizes in detail the constitutive equation of raft-soil interaction in spatial finite element.
本文系统地总结了板与土相互作用的空间有限元相关理论。
参考来源 - 筏板基础计算模型的比较研究·2,447,543篇论文数据，部分数据来源于NoteExpress
A linear discontinuous spatial finite element scheme for time-dependent particle transport equation is studied.
将空间线性间断有限元方法应用于动态粒子输运方程的求解。
Spatial finite element models corresponding to each construction stage were established and the analysis was completed.
对每一个施工阶段建立了相应的空间有限元模型，完成了分析计算。
The internal force of stone arch bridge in the course of cracking at arch foot was computed using the spatial finite beam element method.
采用空间梁单元对实际的石拱桥拱脚开裂现象进行了有限元模拟分析。
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