摘要
斜拉索由于其几何非线性，其精确解尚未解决。本文第一部分介绍斜拉索无弹性模型的静力解；第二部分由作者在静力分析的基础上导出斜拉索有弹性的静力解。
Due to geometric nonlinearity, the precise solution to stayed cables remains unsolved. In the first part of this paper, static force solution to non-elastic model of stayed cables is presented and in the second part, static force solution, including a set of transcendental equations, to elastic model of stayed cables is derived by the author on the basis of static force analysis.
出处
《桥梁建设》
EI
CSCD
北大核心
1996年第3期21-24,共4页
Bridge Construction
