摘要
以深圳北站大桥设计为研究对象,建立全桥空间计算模型,计算分析了大跨钢管砼刚架系杆拱桥的受力性能。
Based on the design of Shenzhen Beizhan Bridge,the model of total bridge is erected to analyse the static behavior of the concrete-filled steel tube through tied frame arch bridge with large span,thus providing this type of bridge with theoretical reference.
出处
《福州大学学报(自然科学版)》
CAS
CSCD
1999年第3期27-30,共4页
Journal of Fuzhou University(Natural Science Edition)