1) elastic semi-finite body
半无限弹性平面体
2) semi-infinite elastic body
半无限弹性体
1.
In this paper,the finite difference method is used to analise the mat foundation based on semi-infinite elastic body,and an improved suggestion about how to deal with the noriregul.
木文应用有限差分法对假设为半无限弹性体地基上的筏板基础的变形和内力进行了计算，并对不规则边界提出了具体的解决办法。
2.
Comparing the Winkler foundation model with the semi-infinite elastic body model,we find out that by taking the MPC(Multi Point Constraint) to join the shell elements with the solid elements,and simulating the soil by the elastic spring,the design requirements can be satisfied.
通过对比分析文革勒地基模型法和半无限弹性体法的计算结果,认为壳单元与体单元采用MPC接触方法,土体以弹簧来模拟的计算模型能够满足设计要求,建模简单,计算快捷,可供设计时使用。
3) semi-infinite elastic solid
半无限弹性体
1.
Aimed at this drawback, a novel method is proposed in this paper to compute the field for semi-infinite elastic solid with a finite depth hole and circular uniformly distributed load around its hotizontal boundaries, hence providing theoretical basis for the head design of high-tonnage prestressing.
针对以往预应力锚固单孔应力场计算时忽略小孔的影响,并将均布力用集中力来代替所造成的忽略应力集中现象的缺陷,提出了具有有限深孔的半无限弹性体,在孔周水平边界上作用有环形均布荷载时应力场的新的计算方法。
2.
The stress-field of a semi-infinite elastic solid with a small borehole has been calculated, using the relevant classical solution and superposition princile.
利用有关经典解答及叠加原理提出了具有有限深小孔的半无限弹性体在孔底作用有集中荷载时应力场的计算方法 。
5) semi-infinite plane
半无限平面体
6) semi-infinite planar elastic body
半平面弹性体
1.
This paper, utilizing Flamant formula, has deducted a formula of settlement computation for a semi-infinite planar elastic body acted by trapezoide distribution load and given a method of calculatiy the settlement of semi-infinite planar elastic body acted by arbitary distribution aoad.
利用Ｆｌａｍａｎｔ公式导出半平面弹性体在边界上受梯形分布荷载作用下的沉陷公式，同时还给出了受任意分布荷载作用下的沉陷计算方法，与现行方法相比，提高了计算精度。
补充资料：半硬壳式弹体(见弹道导弹弹体)
半硬壳式弹体(见弹道导弹弹体)
semi-hard-shelled missile body
bQn yingkeshi dan桩半硬壳式弹体(semi一hard一shelled、ssilebody)见弹道导弹弹体。
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