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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
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 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
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-stayedbridge was designed and tested on the shaking table longitudinally.
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
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 investigatedbased on Sutong Bridge.Dynamic properies, wind loading, identification of flutter derivatives basedon full aeroelastic bridge model, logitudinal structural system and vortex excited vibration are mainlyIt is also found that Fixed - Fixed system is the most suitable for long span cable stayed bridge underIdentification method of flutter derivatives through full aeroelastic bridge model is proposed.
Keywords: Sutong cable-stayed bridge dynamic properties suitsble system Reynolds number effect flutter derivatives
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
Study on stuctural system of Sutong Bridge
Zhang Xigang,Pei Minshan,Yuan Hong,Xu Liping,Zhu Bin
Strategic Study of CAE 2009, Volume 11, Issue 3, Pages 20-25
Sutong Bridege, whose layout is ( 100 + 100 + 300 ) + 1 088 + ( 300 +100 + 100 ) m, marks the largest span of cable-stayed bridges in the world.The complex natural condition at thr bridge site and the strict requirements for resistance of wind andaction make it crucial to choose a favorable structural system to addure the funcrion and safety of the bridgeThe comparsion among several optional structural systems for Sutong Bridge is illustrated, the optional
Keywords: Sutong cable-stayed bridge structural system damper damper parameter displacement
Structural stability analysis of Sutong Yangtze River Highway Bridge during construction
Zhao Lei,Li Qiao,Zhang Hong,BU Yizhi
Strategic Study of CAE 2009, Volume 11, Issue 3, Pages 81-84
According to construction and load action on SuTong Yangtze River HighwayBridge, an analysis model for structural stability was studied and solved through FEM.
Keywords: Sutong cable-stayed bridge construction structural stability safety factor FEM
Huang Can, Bu Yizhi, Zhang Qinghua
Strategic Study of CAE 2009, Volume 11, Issue 1, Pages 87-91
Take Sutong Bridge as the subject investigated, the correctness of theGeometry control theory applied to control the super-span cable-stayed bridge construction, and satisfied
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 basedidentical structures owing to the use of inclined cables; however, the international standards for bridgelimit states by considering the effects of various untoward and damaging factors, such as overloading, cableAfter the balanced states of the bridge models were achieved, static analyses were performed for differentThe 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
Study on longitudinal wind load calculation method of cables for cablestayed bridge
Pei Minshan,Zhang Xigang,Zhu Bin,Hou Bin,Liu Changpeng
Strategic Study of CAE 2009, Volume 11, Issue 3, Pages 26-30
The cable force experiment was carried out during the design of SutongBridge.calculation formula of longitudinal wind drag coefficient for cables was advanced to fill the blank of bridgewind resistant code of China, and this formula has already been adopted in the Highway Bridge Wind ResistantDesign Code (JTG/T D60012004) with great significance for bridge engineering.
Keywords: Sutong cablestayed bridge stayed cable longitudinal wind tunnel experiments
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
Closure technique for the hybrid girder cable-stayed bridge of Edong Bridge
Liu Minghu,Tan Hao,Xu Guoping,Zhao Canhui
Strategic Study of CAE 2011, Volume 13, Issue 10, Pages 99-104
Based on Edong Bridge, which is the second longest hybrid girder cable-stayedbridge with 926 m long main span,the influencing factors and crucial techniques of the main span closuremethod for long span hybrid girder cable-stayed bridge are studied.The loading assistant closure method, with better thermal adaptability and less influence on bridge linementioned advantages,the loading assistant closure method is applicable to long span hybrid girder cable-stayed
Keywords: Edong Bridge hybrid girder cable-stayed bridge closure technique loading assistant closure method
Title Author Date Type Operation
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
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 design of high-rise towers for cable-stayed bridges under strong earthquakes
Yan XU, Shide HU
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
Aerodynamic problems of cable-stayed bridges spanning over one thousand meters
Chen Airong,Ma Rujin,Wang Dalei
Journal Article
Damage identification of a large-span concrete cable-stayed bridge based on genetic algorithm
ZHU Jinsong, XIAO Rucheng
Journal Article
Study on stuctural system of Sutong Bridge
Zhang Xigang,Pei Minshan,Yuan Hong,Xu Liping,Zhu Bin
Journal Article
Structural stability analysis of Sutong Yangtze River Highway Bridge during construction
Zhao Lei,Li Qiao,Zhang Hong,BU Yizhi
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
Study on longitudinal wind load calculation method of cables for cablestayed bridge
Pei Minshan,Zhang Xigang,Zhu Bin,Hou Bin,Liu Changpeng
Journal Article
Spatial Nonlinear Analysis of the Reasonable Cable Tension for a Thousand-meter Scale Cable-stayed Bridge
Zhang Jianmin,Xiao Rucheng
Journal Article