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The Rion-Antirion bridge—when a dream becomes reality
Jacques COMBAULT
Frontiers of Structural and Civil Engineering 2011, Volume 5, Issue 4, Pages 415-426 doi: 10.1007/s11709-011-0130-x
Keywords: bridge multi cable-stayed spans soil reinforcement inclusions yield theory capacity design push-over
Seismic design of high-rise towers for cable-stayed bridges under strong earthquakes
Yan XU, Shide HU
Frontiers of Structural and Civil Engineering 2011, Volume 5, Issue 4, Pages 451-457 doi: 10.1007/s11709-011-0127-5
Keywords: high-rise tower cable-stayed bridge strong earthquake seismic design
Semi-active fuzzy control of Lali Cable-Stayed Bridge using MR dampers under seismic excitation
Sajad JAVADINASAB HORMOZABAD, Amir K. GHORBANI-TANHA
Frontiers of Structural and Civil Engineering 2020, Volume 14, Issue 3, Pages 706-721 doi: 10.1007/s11709-020-0612-9
Keywords: semi-active control Fuzzy Control Algorithm cable-stayed bridge MR damper Lali Bridge
Seismic experimental study on a concrete pylon from a typical medium span cable-stayed bridge
Yan XU, Shijie ZENG, Xinzhi DUAN, Dongbing JI
Frontiers of Structural and Civil Engineering 2018, Volume 12, Issue 3, Pages 401-411 doi: 10.1007/s11709-018-0464-8
According to the current seismic design codes of bridges in China, cable-stayed bridges have beenIn light of this point, a 1/20 scaled concrete pylon model which from a typical medium span cable-stayed
Keywords: cable-stayed bridge pylon shaking table test seismic behavior
Limit span of self-anchored cable-stayed suspension cooperation system bridge based on strength
Zhe ZHANG , Huili WANG , Xiaomeng GE , Sifeng QIN ,
Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 3, Pages 286-291 doi: 10.1007/s11709-009-0045-y
Keywords: cable-stayed suspension self-anchored limit span
Damage identification of a large-span concrete cable-stayed bridge based on genetic algorithm
ZHU Jinsong, XIAO Rucheng
Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 2, Pages 170-175 doi: 10.1007/s11709-007-0018-y
Keywords: accurate primary global stability complex identification
Technology for long cable erection of a thousand-meter scale cable-stayed bridge
Rao Huarong,Deng Huibin
Strategic Study of CAE 2009, Volume 11, Issue 3, Pages 71-74
Keywords: stay cables of a thousand-meter scale cable-stayed btedge construction technique for long cables longcable construction
Huang Can, Bu Yizhi, Zhang Qinghua
Strategic Study of CAE 2009, Volume 11, Issue 1, Pages 87-91
Keywords: cable-stayed bridge geometry control geometrical nonlinear numerical verification
Behaviors of super-long span prestressed cable-stayed bridge with CFRP cables and UHPC girder
Fang Zhi,Ren Liang,Fan Fenghong
Strategic Study of CAE 2012, Volume 14, Issue 7, Pages 53-59
Keywords: cable-stayed bridge CFRP RPC mechanical properties
Khawaja Ali, Hiroshi Katsuchi, Hitoshi Yamada
Engineering 2021, Volume 7, Issue 1, Pages 111-123 doi: 10.1016/j.eng.2020.07.021
This study provides new insights into the comparison of cable-stayed and extradosed bridges basedlimit states by considering the effects of various untoward and damaging factors, such as overloading, cableThe analysis results show that cable-stayed and extradosed bridges exhibit different structural redundancies
Keywords: Cable-stayed bridge Extradosed bridge Redundancy Stay cable Safety factor Reliability analysis
Zhang Jianmin,Xiao Rucheng
Strategic Study of CAE 2004, Volume 6, Issue 12, Pages 37-42
Keywords: cable-stayed bridge first order optimization method reasonable finished dead state
Xiaoliang MENG, Ledong ZHU, Zhenshan GUO
Frontiers of Structural and Civil Engineering 2011, Volume 5, Issue 4, Pages 510-517 doi: 10.1007/s11709-011-0129-3
Keywords: separated parallel decks vortex-induced vibration aerodynamic interference aerodynamic mitigation measure semi-closed box deck full-closed box deck
Research of the aerostatic and aerodynamic stability of super long-span cable-stayed bridges
Zhang Xinjun and Sun Hailing
Strategic Study of CAE 2014, Volume 16, Issue 3, Pages 50-58
With the increase of span length,the cable-stayed bridge tends to be a more slender structural systemlong-span bridges is used to investigate the aerostatic and aerodynamic stability of a super long- span cable- stayed bridge in super long- span bridges whose main span exceeds1000m is discussed.In addition,parametric analysis on the aerostatic and aerodynamic stability of super long-span cable-stayedThe results show that as compared to the suspension bridge with the same main span,the cable- stayed
Keywords: super long-span cable-stayed bridge aerostatic stability aerodynamic stability design parameter
Sutong Bridge—a cable-stayed bridge with main span of 1 088 meters
You Qingzhong,He Ping,Dong Xuewu,Zhang Xigang,Wu Shouchang
Strategic Study of CAE 2009, Volume 11, Issue 3, Pages 14-19
In this paper, design and construction concepts are briefly presented. Furthermore, key technologies and innovative achievements are summarized mainly on piled foundation bearing capacity analysis, river bed scour protection and monitoring, superstructure wind-resistance study, mid-span closure method as well as long cantilever structure construction control.
Keywords: Sutong cable-stayed bridge foundation pylon steel box girder cable stay construction control
Aerodynamic problems of cable-stayed bridges spanning over one thousand meters
Chen Airong,Ma Rujin,Wang Dalei
Strategic Study of CAE 2009, Volume 11, Issue 3, Pages 31-37
Aerodynamic problems of super long span cable-stayed bridge are investigatedIt is also found that Fixed - Fixed system is the most suitable for long span cable stayed bridge under
Keywords: Sutong cable-stayed bridge dynamic properties suitsble system Reynolds number effect flutter derivatives
Title Author Date Type Operation
Seismic design of high-rise towers for cable-stayed bridges under strong earthquakes
Yan XU, Shide HU
Journal Article
Semi-active fuzzy control of Lali Cable-Stayed Bridge using MR dampers under seismic excitation
Sajad JAVADINASAB HORMOZABAD, Amir K. GHORBANI-TANHA
Journal Article
Seismic experimental study on a concrete pylon from a typical medium span cable-stayed bridge
Yan XU, Shijie ZENG, Xinzhi DUAN, Dongbing JI
Journal Article
Limit span of self-anchored cable-stayed suspension cooperation system bridge based on strength
Zhe ZHANG , Huili WANG , Xiaomeng GE , Sifeng QIN ,
Journal Article
Damage identification of a large-span concrete cable-stayed bridge based on genetic algorithm
ZHU Jinsong, XIAO Rucheng
Journal Article
Technology for long cable erection of a thousand-meter scale cable-stayed bridge
Rao Huarong,Deng Huibin
Journal Article
Numerical verification of geometry control theory of the construction for super-span cable-stayed bridge
Huang Can, Bu Yizhi, Zhang Qinghua
Journal Article
Behaviors of super-long span prestressed cable-stayed bridge with CFRP cables and UHPC girder
Fang Zhi,Ren Liang,Fan Fenghong
Journal Article
Comparative Study on Structural Redundancy of Cable-Stayed and Extradosed Bridges Through Safety Assessment
Khawaja Ali, Hiroshi Katsuchi, Hitoshi Yamada
Journal Article
Spatial Nonlinear Analysis of the Reasonable Cable Tension for a Thousand-meter Scale Cable-stayed Bridge
Zhang Jianmin,Xiao Rucheng
Journal Article
Aerodynamic interference effects and mitigation measures on vortex-induced vibrations of two adjacent cable-stayed
Xiaoliang MENG, Ledong ZHU, Zhenshan GUO
Journal Article
Research of the aerostatic and aerodynamic stability of super long-span cable-stayed bridges
Zhang Xinjun and Sun Hailing
Journal Article
Sutong Bridge—a cable-stayed bridge with main span of 1 088 meters
You Qingzhong,He Ping,Dong Xuewu,Zhang Xigang,Wu Shouchang
Journal Article