参考文献/References:
[1] 陈宜言.波形钢腹板预应力混凝土桥设计与施工[M].北京:人民交通出版社,2009.
[2] 郭金琼,房贞政,郑振.箱形梁设计理论[M].2版.北京:人民交通出版社,2008.
[3] 郑震,郭金琼.箱形梁桥横向内力计算的计算机方法[J].福州大学学报,1995,23(1):60-66.
Zheng Zhen,Guo Jinqiong.A computer method of calculating the transversal internal force in box girder bridge [J].Journal of Fuzhou University,1995,23(1):60-66.(in Chinese)
[4] 程翔云.单室箱梁的横向内力分析与荷载分布宽度[J].重庆交通学院学报,1987,20(1):83-90.
Cheng Xiangyun.Analysis of transverse internal force of single-cell box girder and its effective width of load-distribution load-distribution[J].Journal of Chongqing Jiaotong University,1987,20(1):83-90.(in Chinese)
[5] Elgaaly M,Seshadri A.Girders with corrugated webs under partial compressive edge loading [J].Journal of Structural Engineering,ASCE,1997,123(4):783-791.
[6] 刘玉擎.组合结构桥梁[M].北京:人民交通出版社,2005.
[7] 吴文清,叶见曙,万水,等.波形钢腹板-混凝土组合箱梁截面变形的拟平截面假定及其应用研究[J].工程力学,2005,22(5):177-180.
Wu Wenqing,Ye Jianshu,Wan Shui,et al.Quasi plane assumption and its application in steel-concrete composite box girders with corrugated steel webs[J].Engineering Mechanics,2005,22(5):177-180.(in Chinese)
[8] 周绪红,孔祥福,侯健,等.波纹钢腹板组合箱梁的抗剪受力性能[J].中国公路学报,2007,20(2):77-82.
Zhou Xuhong,Kong Xiangfu,Hou Jian,et al.Shear mechanical property of composite box girder with corrugated steel webs[J].China Journal of Highway and Transport,2007,20(2):77-82.(in Chinese)
[9] 李宏江.波形钢腹板箱梁扭转与畸变的试验研究与分析[D].南京:东南大学交通学院,2003.
[10] Kristek V.Theory of box girders[M].New York:John Wiley and Sons Ltd,1979.
[11] 刘清.波形钢腹板组合箱梁横向内力理论及试验研究[D].长沙:湖南大学土木工程学院,2009.
[12] 方志,张志田.钢筋混凝土变截面箱梁横向受力有效分布宽度分析[J].湖南大学学报,2003,30(6):82-85.
Fang Zhi,Zhang Zhitian.The effective distribution width of the transverse internal force in R-C box girders with varied section[J].Journal of Hunan University,2003,30(6):82-85.(in Chinese)