Sun Hao,Qian Yongjiu,Cai Yingchun.Influence of structural parameters variation on dynamic characteristics of concrete filled steel tubular arch bridge [J].Journal of Chongqing Jiaotong University:Natural Science,2009,28(6):982-985,1074.
[5]
[9]龚曙光,谢桂兰.ANSYS操作命令与参数化编程[M].北京:机械工业出版社,2004.
[6]
Xiang Haifan,Liu Guangdong.Stability and Vibration of Arch Structures [M].Beijing:China Communications Press,1991.
Huang fuwei,Liu huailin.Analysis of dynamic characteristics of half-through CFST arch bridges [J].Journal of Harbin Institute of Technology,2003,35(S1):255-258.
[11]
[4]陈水盛,陈宝春.钢管混凝土拱桥动力特性分析[J].公路,2001(2):10-14.
[12]
Chen Shuisheng,Chen Baochun.Analysis of dynamic characteristics of concrete filled steel tubular arch bridge [J].Highway,2001(2):10-14.
Feng Zhongren,Li Caixia,Wu Ganggang.Finite element analysis on through concrete-filled steel-tabular arch bridge’s self-vibration characteristics [J].Journal of Wuhan University of Technology,2005,27(7):50-53.
[15]
Lian Yuequan,Liang Qun.Dynamic characteristics analysis of extroversion CFST arch bridge with single rib [J].Journal of Wuhan University of Technology:Transportation Science & Engineering,2012,36(5):984-987,991.
Huang Xiaowei,Wang Hao,Li Aiqun,et al.Analysis on dynamic characteristics of half-through special-shaped CFST arch bridge [J].Journal of Architecture and Civil Engineering,2012,29(5):88-93.
[18]
Gong Shuguang,Xie Guilan.ANSYS Command and Parameter Programming [M].Beijing:China Machine Press,2004.