Parametric Investigation of Ultimate Bearing Capacity of Reinforced Concrete Arch Bridges

中华人民共和国交通部.JTGD62-2004公路钢筋混凝土及预应力混凝土桥涵设计规范[S].北京:人民交通出版社,2004.[2] 中华人民共和国铁道部.TB10002.3-2005铁路桥涵钢筋混凝土和预应力混凝土结构设计规范[S].北京:中国铁道出版社,2005.[3] 卫星.钢筋混凝土肋拱二阶设计方法研究[D].成都:西南交通大学土木工程学院,2005:3-10.WEI Xing.Study on second-order design method for reinforced concrete rib arch[D].Chengdu:School of Civil Engineering,Southwest Jiaotong University,2005:3-10.[4] 刘来君,王东阳.大跨径拱桥极限承载力[J].长安大学学报,2004,24(2):48-52.LIU Lajjun,WANG Dongyang.Ultimate bearing capacity of long-span arch bridge[J].Journal of Chang'an University,2004,24(2):48-52.[5] 程进,江见鲸,肖汝诚,等.大跨径拱桥极限承载力的参数研究[J].中国公路学报,2003,16(2):45-47.CHENG Jin,JIANG Jianjing,XIAO Rucheng,et al.Parametric study of ultimate capacity of long-span arch bridges[J].China Journal of Highway and Transport,2003,16(2):45-47.[6] 奉龙成,罗小华.钢筋混凝土拱桥面内极限承载能力的非线性分析[J].土木工程学报,2002,35(3):20-24.FENG Longcheng.LUO Xiaohua.Nonlinear analysis for ultimate bearing capacity of arch bridges[J].China Civil Engineering Journal,2002,35(3):20-24.[7] LIU Z,LI F,KIM R W M.Analytic model of long-span self-shored arch bridge[J].Journal of Bridge Engineering,2002,7(1):14-21.[8] 潘家英,张国政,程庆国.大跨径桥梁极限承载力的几何与材料非线性耦合分析[J].土木工程学报,2000,33(1):5-8.PAN Jiaying,ZHANG Guozheng,CHENG Qingguo.Geometrical and material nonlinear analysis for determining ultimate load capacity of long-span bridges[J].China Civil Engineering Journal,2000,33(1):5-8.[9] 金伟良.钢筋混凝土拱桥的极限承载力[J].浙江大学学报,1997,31(4):450-457.JIN Weiliang.Ultimate bearing capacity of reinforced concrete arch bridges[J].Journal of Zhejiang University,1997,31(4):450-457.[10] 朱伯芳.有限单元法原理与应用[M].北京:中国水利水电出版社,2000:530-565.[11] 中华人民共和国交通部.JTT041-2000公路桥涵施工技术规范[S].北京:人民交通出版社,2000.[12] 中华人民共和国铁道部.TB10203-2002铁路桥涵施工技术规范[S].北京:中国铁道出版社,2002.[13] 中华人民共和国铁道部.TB10415-98铁路桥涵工程质量检验评定标准[S].北京:中国铁道出版社,1999.[14] 陈宝健,许有胜,陈宝春.日本钢筋混凝土拱桥调查与分析[J].中外公路,2005,25(4):96-101.