摘要
本文利用Fourier一Bessel级数展开法求出了基础弹性对平面P波作用下地基──基础动力相互作用的影响，并对场地地面运动的幅值及空间分布结出了分析。
In this paper, A Fourier - Bessel Serices expansion method is used here to get the influence of foundaiton elasticity ou soil - foundation interaction under plane P - wave incidence and a detailed analysis of amplitudes and spatial variations of site ground motion is presented.
出处
《福建建筑》
1999年第3期40-42,共3页
Fujian Architecture & Construction
