引文
[1]韩大章,万田保,罗喜恒.泰州长江公路大桥三塔悬索桥结构行为研究[R].南京:泰州长江公路大桥设计项目组,2006:3-159.HAN Dazhang,WAN Tianbao,LUO Xiheng.Research on Structural Behavior of Taizhou Yangtze River Three-pylon Suspension Bridge[R].Nanjing:Design Team of Taizhou Yangtze River Bridge,2006:3-159.
[2]邵旭东,胡建华.桥梁设计百问[M].2版.北京:人民交通出版社,2005:213-216.SHAO Xudong,HU Jianhua.Bridge Design:Question&Answers[M].2nd ed.Beijing:China Communications Press,2005:213-216.
[3]严国敏.现代悬索桥[M].北京:人民交通出版社,2002:1-89.YAN Guomin.Modern Suspension Bridges[M].Beijing:China Communications Press,2002:1-89.
[4]李国豪.桥梁结构稳定与振动[M].2版.北京:中国铁道出版社,2002:474-477.LI Guohao.Stability and Vibration of Bridge Structures[M].2nd ed.Beijing:China Railway Publishing House,2002:474-477.
[5]N.J.吉姆辛.缆索支承桥梁:概念与设计[M].2版.金增洪,译.北京:人民交通出版社,2002:178-180,183-185.GIMSING N J.Cable Supported Bridges:Concept&Design[M].2nd ed.JIN Zenghong,translated.Beijing:China Communications Press,2002:178-180,183-185.
[6]雷俊卿,郑明珠,徐恭义.悬索桥设计[M].北京:人民交通出版社,2002:9-10,86-104.LEI Junqing,ZHENG Mingzhu,XU Gongyi.Suspension Bridge Design[M].Beijing:China Communications Press,2002:9-10,86-104.
[7]顾安邦.桥梁工程(下册)[M].北京:人民交通出版社,2000:248-249.GU Anbang.Bridge Engineering(Volume Two)[M].Beijing:China Communications Press,2000:248-249.
[8]赵孝平.三塔悬索桥动力特性及抗风性能研究[D].杭州:浙江工业大学,2009:16-28.ZHAO Xiaoping.Study on Dynamic Characteristics and Wind Stability of Three-pylon Suspension Bridges[D].Hangzhou:Zhejiang University of Technology,2009:1628.
[9]朱本瑾.多塔悬索桥的结构体系研究[D].上海:同济大学,2007:23-27.ZHU Benjin.Structural System Research of Multi-pylon Suspension Bridge[D].Shanghai:Tongji University,2007:23-27.
[10]崔冰,董萌,宋颖彤,等.南京长江第四大桥主桥设计概述[C]//王永珩.中国公路学会桥梁和结构工程学会2010年桥梁学术讨论会论文集.北京:人民交通出版社,2010:25-31.CUI Bing,DONG Meng,SONG Yingtong,et al.Design Overview of Nanjing Fourth Yangtze River Major Bridge[C]//WANG Yongheng.Thesis Collection of Bridge Engineering Academic Symposium in 2010 by Bridge and Structural Engineering Branch of China Highway Academy.Beijing:China Communications Press,2010:25-31.
[11]华新,韩大章,徐瑞丰.泰州长江大桥三塔悬索桥边塔方案比选[C]//王永珩.中国公路学会桥梁和结构工程学会2008年桥梁学术讨论会论文集.北京:人民交通出版社,2008:97-103.HUA Xin,HAN Dazhang,XU Ruifeng.Scheme Comparison of Side-pylon of Three-pylon Suspension Bridge for Taizhou Yangtze River Bridge[C]//WANG Yongheng.Thesis Collection of Bridge Engineering Academic Symposium in 2008 by Bridge and Structural Engineering Branch of China Highway Academy.Beijing:China Communications Press,2008:97-103.
[12]高剑,刘高,曾宇.贵州坝陵河钢桁架悬索桥中央扣设计[C]//王永珩.中国公路学会桥梁和结构工程学会2007年桥梁学术讨论会论文集.北京:人民交通出版社,2007:101-106.GAO Jian,LIU Gao,ZENG Yu.Central Buckle Design of Guizhou Baling River Steel Truss Suspension Bridge[C]//WANG Yongheng.Thesis Collection of Bridge Engineering Academic Symposium in 2007 by Bridge and Structural Engineering Branch of China Highway Academy.Beijing:China Communications Press,2007:101-106.
[13]杨光武,徐宏光,张强.马鞍山长江大桥三塔悬索桥关键技术研究[J].桥梁建设,2010(5):7-11.YANG Guangwu,XU Hongguang,ZHANG Qiang.Study of Key Techniques for Three-Tower Suspension Bridge of Ma'anshan Changjiang River Bridge[J].Bridge Construction,2010(5):7-11.
[14]司义德,逄焕平,王建国.不同约束形式对三塔悬索桥活载响应的影响[J].工程与建设,2010,24(3):293-295.SI Yide,PANG Huanping,WANG Jianguo.Effects of Different Restraint Conditions on Live Load Response of Three-pylon Suspension Bridge[J].Engineering and Construction,2010,24(3):293-295.
[15]王胜斌,朱宇,李建中.马鞍山三塔悬索桥抗震性能研究[J].公路交通科技,2009,26(12):91-95.WANG Shengbin,ZHU Yu,LI Jianzhong.Research of Seismic Performance of Ma'anshan Three-pylon Suspension Bridge[J].Journal of Highway and Transportation Research and Development,2009,26(12):91-95.
[16]郑凯锋,胥润东,栗怀广.悬索桥中央扣对活载挠度影响的详细计算方法[J].世界桥梁,2009(2):51-53.ZHENG Kaifeng,XU Rundong,LI Huaiguang.Detailed Calculation Method for Influence of Central Cable Band on Live Load Deflection of Suspension Bridge[J].World Bridges,2009(2):51-53.
[17]宋晖,王晓东.舟山大陆连岛工程西堠门大桥总体设计[J].公路,2009(1):8-16.SONG Hui,WANG Xiaodong.Overall Design of Xihoumen Bridge in Zhoushan Islands-to-Mainland Linkage Project[J].Highway,2009(1):8-16.
[18]韩大章,华新.泰州长江大桥的关键技术问题[J].公路,2008(6):54-58.HAN Dazhang,HUA Xin.Key Technical Issues of Taizhou Yangtze River Bridge[J].Highway,2008(6):54-58.
[19]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 Guoping,DENG Hai.Overall Design of Wuhan Yangluo Yangtze River Bridge[J].Highway,2004(10):1-6.
[20]单宏伟,韩大章,吕立人.润扬长江公路大桥悬索桥中央扣设计[J].公路,2004(8):58-61.SHAN Hongwei,HAN Dazhang,LV Liren.Design of Central Buckle of Runyang Suspension Bridge over Yangtze River[J].Highway,2004(8):58-61.
[21]YOSHIDA O,OKUDA M,MORIYA T.Structural Characteristics and Applicability of Four-span Suspension Bridge[J].Journal of Bridge Engineering,2004,9(5):453-463.
[22]郝超,刘民,强士中.不同主梁纵向约束方式对大跨度斜拉桥地震行为的影响[J].重庆交通学院学报,1999,18(2):13-19.HAO Chao,LIU Min,QIANG Shizhong.Effects of Different Longitudinal Restraint Conditions in Main Girder on the Seismic Behavior of Long-span Cable-stayed Bridges[J].Journal of Chongqing Jiaotong Institute,1999,18(2):13-19.
[23]张建军,张劲泉.从泰州大桥看大跨连续悬索桥发展趋势[N].中国交通报,2009-07-20(7).ZHANG Jianjun,ZHANG Jinquan.Find out the Developmental Tendency of Long-span Continuous Suspension Bridge from Taizhou Bridge[N].China Communications News,2009-07-20(7).