摘要
运用惯性耦合法分析地基上相邻建筑物的相互作用,并将样条有限元法分析直接承受建筑物的桩基和土体,用半解析无限元法分析外围半无限土体.此方法不仅具有输入数据少,计算工作量小,并且避免了人为有限边界的影响.数值计算表明,当两结构相邻较近时,单体与双体在自振特性,尤其在位移、基底总剪力等方面均有差异.
n this paper, the inertia coupling method is applied to analyze the interaction of complicated systems. The spline finite element method is used to investigate the pile-soil system in the near field. The semi-analytical infinite element is introduced to analyse the semi-infinite soil in the far field. Compared with other methods, the presented method not only has the advantage of less input data, less amount of computation and more satisfactory precision, but also avoids the influence of artificial finite boundary. It has been shown by numerical examples that the frequency and displacement between a single building and neighboring buildings have obvious difference.
出处
《天津大学学报》
EI
CAS
CSCD
1996年第6期889-895,共7页
Journal of Tianjin University(Science and Technology)
关键词
样条有限元
无限元
相邻建筑物
相互作用
耦合法
spline finite element
semi-analytical infinite element
neighboring buildings
interaction system, inertia coupling method