摘要
采用横观各向同性层状弹性模型 ,模拟半空间上的层状场地 ,推导了这种场地中竖直双桩受水平—摇摆简谐荷载作用下的横向动力阻抗函数 。
The model of transversely isotropic layered elastic media is used to simulate the soil ground on halfspace.The dynamic horizontal impedances of double piles,which are embedded in the ground and subjected to harmonic sway-rocking loadings at the top of the two piles,are derived.The effects of adjacent piles and transversely isotropic property of soil on the impedances of piles are analyzed in this paper.
出处
《同济大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
2003年第2期127-131,共5页
Journal of Tongji University:Natural Science
基金
国家杰出青年科学基金资助项目 (5 992 5 82 0 )
