摘要
以桥梁桩基础为研究对象,基于弹性地基梁"m"法理论,通过柔度系数提出桥梁桩基础对桥墩约束刚度的有限元数值计算方法,探讨桩基有关参数诸如桩径、入土深度、地面以上长度、地质条件以及桩数对约束刚度的影响规律。研究结果表明:本文结果对桥墩设计、桥墩承载能力与桥墩抗震防灾能力评估具有一定的指导意义。
Based on the elastic subgrade beam "m" theory and the flexibility coefficient,the finite element numerical formulation of the restrained stiffness of bridge piers caused by the pile foundation was presented,the influences of the parameters of pile foundation such as pile diameter,pile depth under ground,pile length above ground,geological conditions and the number of piles to the restrained stiffness of bridge piers were also explored.The results have some instructive significances for design,bearing capacity analysis,anti-seismic and disaster –proof evaluation of bridge piers.
出处
《铁道科学与工程学报》
CAS
CSCD
北大核心
2012年第2期62-65,共4页
Journal of Railway Science and Engineering
关键词
桩基础对桥墩的约束刚度
柔度系数
弹性地基梁“m”法
参数分析
restrained stiffness of bridge piers caused by pile foundation
flexibility coefficient
the elastic subgrade beam "m" theory
parametric analysis