Zhou Hailong，Zhou Shuixing，Liu Wenfang.Application and development of concrete-filled steel tube arch bridges [J].Technology of Highway and Transport，2005，22(3): 75-79．
Lin Lanping.The Static and Dynamic Analysis of Long-Span CFST Arch Bridge and the Optimum Design of Arch Ｒib [D].Chengdu: Southwest Jiaotong University，2012．
[9]
谢远超.钢管混凝土拱桥静动力特性分析与稳定性研究[D]． 北京: 北京交通大学，2 012．
[10]
Xie Yuanchao.Static and Dynamic Analysis and Stability Ｒesearch of on Fly-Swallow Type Arch Concrete-Filled Steel Tube Arch Bridge [D].Beijing: Beijing Jiaotong University，2012．
[11]
JTG D 60—2004 公路桥涵设计通用规范[S].北京: 人民交通出 版社， 2004．
[12]
JTG D 60—2004 General Code for Design of Highway Bridges and Culverts [S].Beijing: China Communications Press，2004．
[13]
陈宝春.钢管混凝土拱桥实例集(一)[M].北京: 人民交通出 版社，2 002．
[14]
Chen Baochun.Set of Instances on CFST Arch Bridge: I[M]． Beijing: China Communications Press，2002．
Zhong Shantong，Zha Xiaoxiong.Ｒesearch of the influence of initial stress in steel tube on load carrying capacity for concrete-filled steel tubular (CFST)members [J].Journal of Harbin University of Civil Engineering and Architecture，1997，30(3): 13-22．
