[J].东南大学学报,2006,36(4):585-589.WANG Xin,LV Zhi-tao.Analysis of Load Transferring and Distribution in Anchorage Zone of Steel-concrete Composite Pylon under Inclined Cable Forces
[7]
项海帆.高等桥梁结构理论
[8]
[M].Beijing:China Communications Press,2001.
[9]
刘士林.斜拉桥
[10]
[M].Beijing:China Communications Press,2002.
[11]
[J].西南交通大学学报,2006,41(2):179-183.ZHANG Yu-zhi,LI Qiao,MAN Hong-gao.Analyses of Stresses and Force Transmission Route in Box-Shaped Anchorage Zone for Cable-stayed Bridges
[12]
唐红元,孟少平,刘钊.斜拉桥索塔锚固区双层U形预应力束的张拉控制试验研究
[13]
任伟平,强士中,李小珍,等.斜拉桥锚拉板式索梁锚固结构传力机理及疲劳可靠性研究
[14]
[J].土木工程学报,2006,39(10):68-73.REN Wei-ping,QIANG Shi-zhong,LI Xiao-zhen,et al.Mechanical Behavior and Fatigue Reliability of Tensile Anchor Plate Structure in the Cable-beam Anchorage Zones of Cablestayed Bridges
[J].公路交通科技,2007,24(9):69-73.JIN Wen-cheng,ZHANG Xiao-fei,JIAN Fang-liang,et al.Spatial Stress Analysis of the Cable Anchorage Zone of Cablestayed Bridge
[J].Journal of Southwest Jiaotong University,2006,41(2):179-183.
[28]
[J].公路交通科技,2006,23(1):56-59.TANG Hong-yuan,MENG Shao-ping,LIU Zhao.Experimental Study on Tension Control of Double U Tendons in Anchorage Zone of Cable-stayed Bridge Pylon
[29]
[J].Journal of Highway and Transportation Research and Development,2006,23(1):56-59.
[30]
[J].Journal of Highway and Transportation Research and Development,2007,24(9):69-73.