摘要
采用非协调 8节点等参元有限元法对一座高速铁路上的提篮拱桥的拱脚进行应力分析 。
This paper introduces a stress analysis of the end joint of an oblique arch bridge on high-speed railway with the finite element method of incompatible 8-joint isoparametric element. Referential advices for optimum design of the end joint is also given in accordance with the result of stress analysis.
出处
《武汉理工大学学报》
EI
CAS
CSCD
2001年第11期50-52,共3页
Journal of Wuhan University of Technology
基金
铁道部立项课题"高速铁路提篮拱桥设计研究"(B类 99G34 )
