1) equivalent viscous boundary element
等效黏性边界单元
1.
By constructing the same damping matrix,one special kind of element named equivalent viscous boundary element which can implement the function of viscous boundary is proposed.
为更好的利用大型通用软件进行结构-地基动力相互作用分析,本文在黏性边界的基础上提出黏性边界单元的概念,通过构造相同阻尼矩阵的方式提出了能够实现黏性边界功效的特殊有限单元-等效黏性边界单元。
2) visco-elastic boundary element
黏弹性边界单元
1.
ABAQUS was coupled with visco-elastic boundary elements to simulate visco-elastic boundaries.
为此,将黏弹性边界单元与大型商业软件ABAQUS相耦合,利用ABAQUS实现对黏弹性边界的模拟,通过算例比较了结构在黏弹性边界、黏性边界和固定边界条件下的动力响应,并在考虑黏弹性边界影响的情况下,对一实际水闸-地基系统进行了地震响应分析。
3) consistent viscous-spring artificial boundary element
一致黏弹性人工边界单元
1.
3-D consistent viscous-spring artificial boundary elements are introduced in the ABAQUS software,the effects of the distance between multi-source loading points and the viscous-spring artificial boundary on the simulation results under train loading conditions are disc.
将三维一致黏弹性人工边界单元引入ABAQUS有限元软件,建立以连续轴重荷载组成列车荷载、采用一致黏弹性人工边界单元作为边界的三维无砟轨道/路基有限元模型,选取国家轨道试验中心的无砟轨道结构参数计算得到路基动应力,并与动车组CRH2运行的实测数据进行对比。
4) viscous boundary
黏性边界
1.
Equivalent viscous boundary elements and the method of wave input for viscous boundary;
等效黏性边界单元及黏性边界波动输入方法
2.
The massless base model and viscous boundary base model are still the most widely applied approximate methods for easiness though many approaches have been proposed for the seismic response analysis of soil-structure system.
在结构-地基的动力相互作用分析所提出的众多方法中,无质量地基和黏性边界地基仍然是应用最为广泛的近似方法。
3.
The results show that,with the increase of the height of rockfill dam,the influence of viscous boundary become increasingly obvious.
分别采用黏性边界和刚性边界,对土石坝进行了动力分析。
6) equivalent boundary
等效边界
1.
The behavior of the pipe segments far from the fault is substituted by an equivalent boundary proposed by the authors.
从理论上得到一等效边界,引入到壳有限元模型的两端,因此只需对在断层附近发生大变形的管段进行壳分析。
2.
A new shell finite element method (FEM) model with an equivalent boundary is presented for estimating the response of a buried pipeline under large fault movement.
本文提出一种等效边界方法 ,可以克服现有壳有限元方法的缺点 。
3.
Taking the groundwater system of Qiongbei artesian basin as the there-dimension mathematical model and the center of Qiongzhuo Strait as the equivalent boundary,this paper solves the problem of identifying the seabed equivalent boundary for the simulated groundwater resource of the basin.
考虑琼北自流盆地承压水存在复杂天窗、越流补给的径流途径,将该区地下水系统刻画为完整的三维数学模型,并以雷琼坳陷盆地中心——琼州海峡中心作为承压水海底等效隔水边界,较好地解决了琼北自流盆地地下水资源模拟的承压水海底等效边界的界定,其模拟结果与水文长观孔的资料拟合度较高,表明建立的水文地质模型具有准确性,可用于地下水资源的定量评价,对合理利用地下水有重要的意义。
补充资料:初黏性
分子式:
CAS号:
性质:又称快黏性,初黏性。是压敏胶黏制品重要的性能之一。物体和压敏胶黏制品黏性面之间以微小压力发生短暂接触时,胶黏制品对物体的黏附称为快黏。根据测试方法不同,有滚球快黏、探针快黏、环形快黏等。
CAS号:
性质:又称快黏性,初黏性。是压敏胶黏制品重要的性能之一。物体和压敏胶黏制品黏性面之间以微小压力发生短暂接触时,胶黏制品对物体的黏附称为快黏。根据测试方法不同,有滚球快黏、探针快黏、环形快黏等。
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