摘要
文章利用文献[1]中所推导的环形荷载作用下,横观各向同性层状场地的位移响应公式,将它们沿径向进行积分,给出了横观各向同性层状场地对圆盘状简谐荷载位移响应的一般形式。
By using the formulas of displacement responses of transversely isotropic elastic strata to harmonic ring loads, the general formulas of displacement responses of transversely isotropic elastic strata to harmonic disk loads are derived. To examine the effects of some parameters and boundary conditions on the responses of soil layers, several numerical examples are given.
出处
《苏州城建环保学院学报》
CAS
2000年第1期49-54,共6页
Journal of Suzhou Institute of Urban Construction and Environmental Protection
关键词
横观各向同性
层状场地
简谐荷载
位移响应
transversely isotropic elastic
soil layers
harmonic disk loads
displacement responses
