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Concrete-Filled Steel Tube Arch Bridges in China Review
Jielian Zheng, Jianjun Wang
Engineering 2018, Volume 4, Issue 1, Pages 143-155 doi: 10.1016/j.eng.2017.12.003
Keywords: Concrete-filled steel tube (CFST) arch bridge Steel-reinforced concrete arch bridge Cable-stayed fastening-hangingcantilever assembly Vacuum-assisted pouring in-tube concrete Adjusting load by stay cables
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
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