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Yao Qingtao,Pan Guilin,Yao Qingtao,He Chaoran
Strategic Study of CAE 2013, Volume 15, Issue 8, Pages 54-59
Unlike single-span suspension bridge,the three -span continuous suspensionbridge is mainly characterized by slings set in both side spans, and the continuous transition of stiffeningregion, so the lifting method and key construction process for the stiffening girders of the type of suspensionbridge is relatively complex. the Fourth Nanjing Yangtze River Bridge as the background, and accordingto the structural features of the large span three-span continuous suspension bridge, the reasonable
Keywords: three-span continuous suspension bridge steel box girder lifting program closure saddle pushing
Research of three-span continuous elastic supporting suspension bridge structure system design
Dong Meng,Cui Bing,Wang Xiaojun
Strategic Study of CAE 2013, Volume 15, Issue 8, Pages 18-25
Keywords: the Fourth Nanjing Yangtze River Bridge elastic supporting structure system
Qi Zhaochen,Tang Maolin,Cui Bing,Dong Meng,Wang Ming
Strategic Study of CAE 2013, Volume 15, Issue 8, Pages 37-41
Keywords: suspension bridge stiffening girder region without hangers curve
Displacement characteristics of long span three-tower suspension bridge
Chen Ce, Yin Haihua
Strategic Study of CAE 2010, Volume 12, Issue 8, Pages 79-82
Taizhou Yangtze Highway Bridge adopts three-tower suspension bridge schemeThis paper studies the different displacement traits between three-tower suspension bridge and two-towersuspension bridge.ratio and side span's length to middle span's ratio, on displacement feature of three-towersuspension bridge.
Keywords: three-tower suspension bridge Taizhou Bridge displacement characteristics influencing parameters
Taizhou Bridge—the first kilometer level three-tower two-span suspension bridge in the world
Zhong Jianchi
Strategic Study of CAE 2010, Volume 12, Issue 4, Pages 4-8
Taizhou Bridge, locating at the middle of Jiangsu Province, connectingThe bridge is the first kilometer level three span suspension bridge in the world.The middle tower of the bridge adopts longitudinal shape of herringbone fashion for the first time ininnovations are carried out to construct the great engineering project, such as the design techniques of the three-towersuspension bridge, the precise locating and bottom-sealing technique of the super scale caisson foundation
Keywords: three-tower suspension bridge innovation design caisson in water herringbone steel tower
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
Key construction techniques for superstructure of the Fourth Nanjing Yangtze River Bridge
He Chaoran,Pan Guilin,Li Youwei
Strategic Study of CAE 2013, Volume 15, Issue 8, Pages 42-47
The Fourth Nanjing Yangtze River Bridge, the longest suspension bridgein China, as well as the third one in the world, is a two-tower three-span suspension bridge with themain span of 1 418 m.It can provide some references for the construction of the superstructures for the similar suspension
Keywords: the Fourth Nanjing Yangtze River Bridge two-tower three-span suspension bridge superstructure construction
Dynamic response of a long span suspension bridge and running safety of a train under wind action
GUO Weiwei, XIA He, XU You-lin
Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 1, Pages 71-79 doi: 10.1007/s11709-007-0007-1
Keywords: rotational offload vertical m/s attention
Ayaho MIYAMOTO, Risto KIVILUOMA, Akito YABE
Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 3, Pages 569-604 doi: 10.1007/s11709-018-0498-y
Keywords: condition assessment short & medium span bridge structural health monitoring(SHM) long-term data collection system maintenance bridge performance information technology loading vehicle(public bus) in-situ<
Dynamic behavior analysis of Taizhou Bridge
Ruan Jing,Ma Rujin
Strategic Study of CAE 2010, Volume 12, Issue 8, Pages 83-87
Keywords: three-pylon two-span suspension bridge dynamic property self-vibration frequency vibration shape
Aerodynamic stability evolution tendency of suspension bridges with spans from 1000 to 5000 m
Frontiers of Structural and Civil Engineering doi: 10.1007/s11709-023-0980-z
Keywords: suspension bridge super long-span finite element model aerodynamic instability aerodynamic configuration
Anti-sliding safety assessment for main saddle on middle tower of Taizhou Bridge
Ruan Xin,Ruan Jing,Chen Airong and Guo Ji
Strategic Study of CAE 2012, Volume 14, Issue 5, Pages 71-74
Keywords: three-tower two-span suspension bridge middle tower saddle deterministic assessment probabilistic
Elmira SHOUSHTARI, M. Saiid SAIIDI, Ahmad ITANI, Mohamed A. MOUSTAFA
Frontiers of Structural and Civil Engineering 2020, Volume 14, Issue 1, Pages 169-184 doi: 10.1007/s11709-019-0590-y
Keywords: shake table test accelerated bridge construction steel girder bridge OpenSEES UHPC simple for dead continuous
Determination of lifting sequence of steel box girders of suspension main bridge of Taizhou Bridge
Wang Jun and Liang Jinda
Strategic Study of CAE 2012, Volume 14, Issue 5, Pages 41-45
Taizhou Bridge is the first three-tower two-span suspension bridge withstreamline steel box girders, with a total of 136 steel box girders of about 33 426 t for the whole bridgeThis article determines the proper lifting sequence of steel box girders of this threetower suspensionbridge by analyzing the effect of steel box girders lifting sequence on structural system and difficulty
Keywords: three tower two pan suspension bridge steel box girder lifting sequence
Lu Wei,Deng Hengchang,Zhang SHengli,Yang Ming,Yu Yeqiang,Li Pingli,Li Runzhe,Xiao Anbin
Strategic Study of CAE 2010, Volume 12, Issue 7, Pages 47-52
Xihoumen Bridge is the longest two-span continuous steel box girder suspensionbridge in China.to severe natural environment during the erection of steel box girder at anchor-side of north side spanof the bridge.
Keywords: suspension bridge steel box-girder Xihoumen Bridge anchor-side of north side span erection and adjustment
Title Author Date Type Operation
Study on overall lifting program for steel box girder of large span of three-span continuous suspensionbridge
Yao Qingtao,Pan Guilin,Yao Qingtao,He Chaoran
Journal Article
Research of three-span continuous elastic supporting suspension bridge structure system design
Dong Meng,Cui Bing,Wang Xiaojun
Journal Article
The curve adjustment method of girder segments without hangers for suspension bridge with three-spancontinuous stiffening girder
Qi Zhaochen,Tang Maolin,Cui Bing,Dong Meng,Wang Ming
Journal Article
Displacement characteristics of long span three-tower suspension bridge
Chen Ce, Yin Haihua
Journal Article
Taizhou Bridge—the first kilometer level three-tower two-span suspension bridge in the world
Zhong Jianchi
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
Key construction techniques for superstructure of the Fourth Nanjing Yangtze River Bridge
He Chaoran,Pan Guilin,Li Youwei
Journal Article
Dynamic response of a long span suspension bridge and running safety of a train under wind action
GUO Weiwei, XIA He, XU You-lin
Journal Article
Frontier of continuous structural health monitoring system for short & medium span bridges and condition
Ayaho MIYAMOTO, Risto KIVILUOMA, Akito YABE
Journal Article
Aerodynamic stability evolution tendency of suspension bridges with spans from 1000 to 5000 m
Journal Article
Anti-sliding safety assessment for main saddle on middle tower of Taizhou Bridge
Ruan Xin,Ruan Jing,Chen Airong and Guo Ji
Journal Article
Pretest analysis of shake table response of a two-span steel girder bridge incorporating acceleratedbridge construction connections
Elmira SHOUSHTARI, M. Saiid SAIIDI, Ahmad ITANI, Mohamed A. MOUSTAFA
Journal Article
Determination of lifting sequence of steel box girders of suspension main bridge of Taizhou Bridge
Wang Jun and Liang Jinda
Journal Article