FORSBERG T.Multi-span Suspension Bridges[J].International Journal of Steel Structures,2001,1(1):63-73.
[2]
GIMSING N J.Cable Supported Bridges[M].2nd ed.Chichester:John Wiley & Sons,1997.
[3]
ZHU Ben-jin.Structural System Research of Multi-tower Suspension Bridge[D].Shanghai:Tongji University,2007.
[4]
叶爱君,胡世德,范立础.斜拉桥抗震结构体系研究[J].桥梁建设,2002(4):1-4.
[5]
YE Ai-jun,HU Shi-de,FAN Li-chu.Research on Aseismatic Structural System of Cable-stayed Bridge[J].Bridge Construction,2002(4):1-4.
[6]
LIANG Peng,XU Yue,LIU Yong-jian.Unified An-alysis Theory of Cable Stay and Its Applications[J].Journal of Architecture and Civil Engineering,2006,23(1):68-77.
WANG Zhi-qiang,HU Shi-de,FAN Li-chu.Research on Viscous Damper Parameters of Donghai Bridge[J].China Journal of Highway and Transport,2005,18(3):37-42.
[12]
MURPHY T P,COLLINS K R.Retrofitting Suspension Bridges Using Distributed Dampers[J].Journal of Structural Engineering,2004,130(10):1466-1474.
[13]
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.
YAN Kun,SHNE Rui-li,TANG Mao-lin.Model Experiment on Bending Stiffness of Main Cable of Long-span Suspension Bridge[J].Journal of Architecture and Civil Engineering,2010,27(3):41-46.
[17]
ZHOU Xu-hong,DAI Peng,DI Jin.Optimization Analysis of Cable Tensions of Dead Load State for Cable-stayed Bridge with Steel Box Girder[J].Journal of Architecture and Civil Engineering,2007,24(2):19-23.
[18]
FAN Li-chu.Seismic Design of Bridges[M].Shanghai:Tongji University Press,1997.
[19]
苗家武.超大跨度斜拉桥设计理论研究[D].上海:同济大学,2006.
[20]
MIAO Jia-wu.Study for Design Theories of Super-long Span Cable-stayed Bridges[D].Shanghai:Tongji University,2006.