摘要
本文利用Ｈａｎｋｅｌ变换、传递矩阵技术和富里埃迭加法推导出了任意激励下层状粘弹性地基土中地面振动位移的解析表达式，并通过实例阐明了求解过程与方法，可供建立工程计算方法参考。
Analytical solution of the ground displacement by arbitrary shape load exciting on layered viscoelastic media is deduced by employing Hankle transform,transition matrix and Fourier progression,and the solution method has been formulated with living examples.The result may give reference to establishing calculation method of engineering.
出处
《塑性工程学报》
EI
CAS
CSCD
1999年第1期74-80,共7页
Journal of Plasticity Engineering
基金
江西省自然科学基金
江西省计委资助
关键词
层状
粘弹性地基
矩阵
地面振动
地基
解
foundation soil of layered viscoelastic media,transition matrix,ground vibration
