1) discontinuity condition
间断性条件
1.
A nonlinear mathematical model of the pile-soil system with discontinuity conditions is established under the condition of geometrical nonlinearity.
将桩-土系统看成在土层中嵌入了一根等圆截面桩的空间轴对称弹性体,在几何非线性的条件下建立了具有间断性条件的桩-土系统的非线性控制方程,并运用微分求积方法(DQEM)来求解了该问题。
2.
A nonlinear mathematical model for the large deformation analysis of frame structures with discontinuity conditions as well as initial displacements subjected to the dynamic loads was first formulized by the arc-coordinate.
其次,在空间区域内,采用微分求积单元法(DQEM)来离散非线性数学模型,并提出了在使用DQEM来求解结构大变形分析中,多个变量具有间断性条件的有效方法,得到了一组非线性DQEM的离散化方程,它是时间域内的一组具有奇异性的非线性微分-代数方程。
2) displacement jump condition
位移间断条件
1.
Based on the variational principle of potential energy,displacement jump condition which depends only on material strength is derived.
应用势能变分原理导出了位移间断条件,它仅与材料的强度有关。
3) jump discontinuity boundary
间断边界条件
4) hadamard gap condition
阿达玛间断条件
5) moving discontinuities boundary condition
运动间断条件
6) space invariability condition
空间不变性条件
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-
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参考词条