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1)  equivalent block element
等效性块体单元
2)  equivalent unit
等效单元体
1.
In order to grasp the stress field of the penetrated underlying layer,the equivalent unit of the underlying layer was analyzed.
为了得到发生刺入的下卧层应力分布情况,取下卧层等效单元体进行分析,将内外土柱接触面分为破坏滑动段和弹性滑动段2部分。
3)  representative volume element(RVE)
等效体积单元
1.
The pseudo-static experiment and pulsating test are performed with a three-story masonry of half scale model,and the representative volume element(RVE) is adopted to simulate non-linear analysis of spatial masonry structure.
方法进行砌体结构模型拟静力试验及脉动测试,并采用等效体积单元法对空间砌体结构模型进行有限元分析。
4)  representative volume element(RVE)
等效体积单元(RVE)
5)  typical equivalent unit
代表单元等效体
1.
In this paper, some difficult problems in numerical calculation, such as inhomogeneous characteristic and discontinuity on bedded rock, were solved with typical equivalent unit We obtained orthotropic mechanical paramete.
本文采用代表单元等效体解决层状岩体非均质和不连续等数值计算问题,并通过数值试验获取层状岩体各向异性力学参数。
6)  deterministic block element
确定性块体单元
1.
Based on the Monte-Carlo simulation,the generation of block element in DDA is studied in this paper through three cases, one fordeterministic block element,the others for equivalent block element.
基于Monte-Carlo方法,通过算例研究了DDA中分析单元的构成,比较了三种情况,即一种仅由确定性块体单元构成和两种由等效块体单元构成的分析单元。
补充资料:连续性与非连续性(见间断性与不间断性)


连续性与非连续性(见间断性与不间断性)
continuity and discontinuity

11an父ux泊g四f“山。麻以角g、.连续性与非连续性(c。nt,n琳t:nuity一)_见间断性与不间断性。and diseo红ti-
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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