1) artificial boundary
人为边界
1.
In which some solutions are improved in multilayer well, hysteresis of rainfall recharge, initial head, artificial boundary, the coupling between groundwater flow and consolidation, and the consolidation hysteresis in soft soil.
本文建立三维流动 -一维非线性固结地面沉降模型 ,在混合井流、降雨滞后补给、初始水头形成、人为边界刻画、水流 -固结耦合及软土层固结滞后于地下水开采层水头变化等方面有所改进。
2.
Disposal method of boundary condition is discussed to deal with the complex flow process on artificial boundary with the influenced by natural and artificial factors and applied to two-dimensional phreatic aquifer system in this paper.
本文针对人为边界受自然和人为因素影响,边界流量变化复杂难于预测的问题,讨论了人为边界条件的处理方式和实现方法,并将其应用到具有人为边界的二维潜水含水层系统。
3) boundary behavior
边界行为
1.
We obtain the exact boundary behaviors of the boundary blow-up solutions on bounded smooth domains.
首先，对一类具有单调性的非线性项，我们给出了边界爆破解在带形区域上的估计和球域及环域上径向对称解的估计，利用它们可以得到任意有界边界光滑区域上的边界爆破解的精确的边界行为及任意两个正边界爆破解的差的边界行为。
4) Behaviors of systematic boundary
边界面行为
5) artificial boundary
人工边界
1.
Study on method of earthquake input and artificial boundary conditions for seismic soil-structure interaction analysis;
地震分析中人工边界处理与地震动输入方法研究
2.
Effect of vertical artificial boundary on seismic response of soil layer under traveling wave excitations;
土层地震行波反应分析中侧向人工边界的影响
3.
In the mathematic modeling of the seismic response of a tunnel,the lateral calculation range and artificial boundary have great influence on the result of calculation.
在进行隧道地震响应的数值模拟研究时,横向计算范围和人工边界等对计算结果有很大的影响。
6) artificial boundary condition
人工边界
1.
A reasonable model is proposed of soil-underground structure interaction with viscous-elastic artificial boundary condition on both sides and with restrictions at the buttom.
两侧采用粘弹性人工边界,底部为全约束,建立合理的土与地下结构相互作用模型,通过有限元软件分析,比较研究土—地下结构相互作用分析中埋深、土层分布和结构类型等因素对地下结构抗震性能的影响。
2.
The axissymmetric finite element of elastic system and artificial boundary conditions are applied to simulate the nearby vibration caused by pile driving.
采用轴对称弹性体系有限元和人工边界的耦合模型对打桩引起的近场波动问题进行数值模拟 ,并编制了相应程序。
3.
Based on the 3D explicit FEM and viscous-spring artificial boundary condition, the topography and soil effects on ground motion of large engineering site with islands in earthquake were investigated.
基于三维显式有限元算法并结合粘弹性人工边界条件,针对某岛型大型工程场地,研究了岛型地质、地形条件对地震动反应的影响,分析了该工程场地地表地震动峰值加速度的分布规律。
补充资料：哀蜀人为南蛮俘虏五章·别巂州一时恸哭云日
【诗文】：
越巂城南无汉地，伤心从此便为蛮。
冤声一恸悲风起，云暗青天日下山。
【注释】：
【出处】：
全唐诗：卷518-93
越巂城南无汉地，伤心从此便为蛮。
冤声一恸悲风起，云暗青天日下山。
【注释】：
【出处】：
全唐诗：卷518-93
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