中图分类号：
U448.25
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参考文献
[1] GIMSING N J,GEORGAKIS C T.Cable Supported Bridges:Concept and Design[M].3rd ed.Chichester:John Wiley & Sons,2012.
[2] NAZIR C P.Multispan Balanced Suspension Bridge[J].Journal of Structural Engineering,1986,112(11):2512-2527.
[3] YOSHIDA O,OKUDA M,MORIYA T.Structural Characteristics and Applicability of Four-span Suspension Bridge[J].Journal of Structural Engineering,2004,9(5):453-463.
[4] 张新军,赵孝平.多塔悬索桥的研究进展[J].公路,2008(10):1-7. ZHANG Xin-jun,ZHAO Xiao-ping.Advances in Researches on Multi-tower Suspension Bridges[J].Highway,2008(10):1-7.
[5] 肖汝诚.桥梁结构体系[M].北京:人民交通出版社,2013. XIAO Ru-cheng.Bridge Structural Systems[M].Beijing:China Communications Press,2013.
[6] 杨 进.泰州长江公路大桥主桥三塔悬索桥方案设计的技术理念[J].桥梁建设,2007(3):33-35. YANG Jin.Technical Ideas of Conceptual Design of Three-tower Suspension Bridge for Main Bridge of Taizhou Changjiang River Highway Bridge[J].Bridge Construction,2007(3):33-35.
[7] 万田宝,王忠彬,韩大章,等.泰州长江公路大桥三塔悬索桥中塔结构形式的选取[J].世界桥梁,2008(1):1-4. WAN Tian-bao,WANG Zhong-bin,HAN Da-zhang,et al.Selection of Structural Type for Intermediate Tower of Three Tower Suspension Bridge of Taizhou Changjiang River Highway Bridge[J].World Bridges,2008(1):1-4.
[8] 李 乔,张清华,周凌远,等.武汉鹦鹉洲长江大桥主缆与中主鞍座间抗滑移试验研究报告[R].成都:西南交通大学,2011. LI Qiao,ZHANG Qing-hua,ZHOU Ling-yuan,et al.The Test Report of Slip Behavior of Cable Against Saddle for Yingwuzhou Yangtze River Bridge[R].Chengdu:Southwest Jiaotong University,2011.
[9] THAI H T,CHOI D H.Advanced Analysis of Multi-span Suspension Bridges[J].Journal of Constructional Steel Research,2013,90:29-41.
[10] TAKENA K,SASAKI M,HATA K,et al.Slip Behavior of Cable Against Saddle in Suspension Bridges[J].Journal of Structural Engineering,1992,118(2):377-391.
[11] HASEGAWA K,KOJIMA H,SASAKI M,et al.Frictional Resistance Between Cable and Saddle Equipped with Friction Plate[J].Journal of Structural Engineering,1995,121(1):1-14.
[12] 徐国平,邓 海.武汉阳逻长江大桥总体设计[J].公路,2004(10):1-6. XU Guo-ping,DENG Hai.Design of Yangluo Yangtze River Bridge in Wuhan[J].Highway,2004(10):1-6.
[13] 吉 林,陈 策,冯兆祥.三塔悬索桥中塔主缆与鞍座间抗滑移试验研究[J].公路,2007(6):1-6. JI Lin,CHEN Ce,FENG Zhao-xiang.A Study on Slip Resistance Between Main Cable and Saddle[J].Highway,2007(6):1-6.
[14] 张清华,李 乔.悬索桥主缆鞍座间摩擦特性试验研究[J].土木工程学报,2013,46(4):85-92. ZHANG Qing-hua,LI Qiao.Studies on Cable-saddle Frictional Characteristics for Long-span Suspension Bridges[J].China Civil Engineering Journal,2013,46(4):85-92.
[15] 张清华,李 乔,周凌远.悬索桥主缆与鞍座摩擦问题理论分析方法研究.中国公路学报,2014,27(1):44-50. ZHANG Qing-hua,LI Qiao,ZHOU Ling-yuan.Theoretical Analysis of Cable-saddle Frictional Characteristics for Suspension Bridges[J].China Journal of Highway and Transport,2014,27(1):44-50.
[16] ZHANG Q H,CHENG Z Y,CUI C,et al.Analytical Model for Frictional Resistance Between Cable and Saddle of Suspension Bridges Equipped with Vertical Friction Plates[J].Journal of Bridge Engineering,2017,22(1):1-12.
[17] 柴生波,王秀兰,肖汝诚.悬索桥主缆纵桥向约束刚度研究[J].中国公路学报,2015,28(8):59-66. CHAI Sheng-bo,WANG Xiu-lan,XIAO Ru-cheng.Study of Longitudinal Stiffness of Middle Pylon in Muti-span Suspension Bridge[J].China Journal of Highway and Transport,2015,28(8):59-66.
[18] 柴生波,肖汝诚,王秀兰,等.多塔悬索桥主缆与鞍座抗滑解析计算方法[J].中国公路学报,2016,29(4):59-66. CHAI Sheng-bo,XIAO Ru-cheng,WANG Xiu-lan,et al.Analytical Method for Calculating Anti-slip Safety Factor Between Main Cable and Saddle in Multi-tower Suspension Bridge[J].China Journal of Highway and Transport,2016,29(4):59-66.
[19] 李万恒,王元丰,李鹏飞,等.三塔悬索桥桥塔适宜刚度体系研究[J].土木工程学报,2017,50(1):75-81. LI Wan-heng,WANG Yuan-fen,LI Peng-fei,et al.Rational Distribution Principle for the Pylon Stiffness of Three-pylon Suspension Bridges[J].China Civil Engineering Journal,2017,50(1):75-81.
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脚注
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基金
国家自然科学基金项目（51578455,51378431,51178394）；“十二五”国家科技支撑计划项目（2011BAG07B03）； 中央高校基本科研业务费专项资金项目（2682014CX078）
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