摘要
一般情况下,通过人工边界向外透射的波动常为非平面波。对于近场非平面波在人工边界上的透射问题,不能采用简单的平面波透射方法。本文针对近场非平面波在人工边界上的透射特点,分析了非平面波沿人工边界法向视波速的变化规律及其近场失稳机制,推导了适合近场非平面波的、人工边界点位移解的不等步距线性外推公式。
As a wave motion generated by a dynamic source transmits outward through the artificial boundary, its corresponding normal apparent wave velocity usually changes from point to point along the artificial boundary. In this paper the variation of the normal apparent wave velocity along the artificial boundary is analyzed and its effects on the stability of the displacement solution is studied. In the analysis, a piecewise local plane wave motion is used to approximate the non-plane wave motion and a linear extrapolation formula with unequal step for the displacement solution at the node along the boundary is developed. It is concluded that with this method both precision and stability of the displacement solution for the near-source wave motion can be remarkably improved.
出处
《地震工程与工程振动》
CSCD
北大核心
2004年第1期1-6,共6页
Earthquake Engineering and Engineering Dynamics
基金
国家自然科学基金项目(59895410)
黑龙江省自然科学基金项目(E0221).
关键词
平面波
人工边界
失稳机制
局部平面波假定
不等步距
线性外推
non-plane wave motion
mechanism of lose of stability
local plane wave motion
linear extrapolation