摘要
斜拉悬吊协作体系桥在软土地基、强台风区等条件下能够突出其优越性。通过该体系与斜拉桥、悬索桥的对比研究及其自身参数变化分析，给出其力学特性和经济性能，为这种桥型的设计和跨世纪跨海工程方案选取提供参考依据。
Cable stayed suspension system is very suitable for the natural condition such as soft soil foundation,violent typhoon and so on. The mechanics characteristics and economic performances of the cable stayed suspension bridges are presented through the parameter analysis and comparative study.The results can provide reference for the 21st century project of strait crossing.
出处
《中国公路学报》
EI
CAS
CSCD
北大核心
1999年第3期43-48,116,共7页
China Journal of Highway and Transport
基金
国家自然科学基金
关键词
悬索桥
斜拉桥
斜拉-悬吊
协作体系
suspension bridge
cable stayed bridge
cable stayed suspension bridge
