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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
Keywords: three-tower suspension bridge innovation design caisson in water herringbone steel tower
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
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 schemewhich has two 1 080 m main span in its primary design.This paper studies the different displacement traits between three-tower suspension bridge and two-towersuspension bridge., on displacement feature of three-tower suspension bridge.
Keywords: three-tower suspension bridge Taizhou Bridge displacement characteristics influencing parameters
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
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 withIts main spans are 2×1 080 m; the middle tower is a steel frame with longitudinal herringbone shapestreamline 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
Chen Ce,Ji Bohai and Liu Rong
Strategic Study of CAE 2012, Volume 14, Issue 5, Pages 75-79
Taizhou Bridge is the first kilometer level threetower and twospansuspension bridge in the world.The three-dimensional fullbridge FEM (finite element method) model of the Taizhou Bridge and the randomvehicle loading on the bridge finite element model by simplified vehicle load model are established.
Keywords: three-tower suspension bridge orthotropic plate fatigue stress analysis key sections
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
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 suspensiongirders between the mid and side spans achieved by girders without slings in the main tower region,bridge 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 reasonablelifting program is determined through the comparison and analysis on two different types of lifting
Keywords: three-span continuous suspension bridge steel box girder lifting program closure saddle pushing
Ji Lin,Wang Tao and Wu Hanliang
Strategic Study of CAE 2012, Volume 14, Issue 5, Pages 66-70
Compared to the tower of common twospan suspension bridges, the middletowers of multispan suspension bridges have several different characteristics, such as the constraintsIn this paper, a small-scale model was designed for the middle tower of Taizhou Bridge, based on itsfinite element method, the similarities between the experiment and the prototype were investigated from three
Keywords: suspension bridge middle tower actual working conditions similarity theory numerical simulation model
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
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
Saddle pushing analysis in suspension bridge construction
Qi Dongchun,Wang Changjiang,Shen Ruli,Lin Qia
Strategic Study of CAE 2010, Volume 12, Issue 7, Pages 68-73
Keywords: suspension bridge saddle pushing saddle equilibrium condition tower top displacement tower bottom
The curve adjustment method of girder segments without hangers for suspension bridge with three-span
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
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
Title Author Date Type Operation
Taizhou Bridge—the first kilometer level three-tower two-span suspension bridge in the world
Zhong Jianchi
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
Displacement characteristics of long span three-tower suspension bridge
Chen Ce, Yin Haihua
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
Fatigue analysis of steel box girder in key sections for threetower suspension bridge under random vehicle
Chen Ce,Ji Bohai and Liu Rong
Journal Article
Key construction techniques for superstructure of the Fourth Nanjing Yangtze River Bridge
He Chaoran,Pan Guilin,Li Youwei
Journal Article
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
Model design of static experiment for the middle tower of multispan suspension bridge based on actual
Ji Lin,Wang Tao and Wu Hanliang
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
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
Saddle pushing analysis in suspension bridge construction
Qi Dongchun,Wang Changjiang,Shen Ruli,Lin Qia
Journal Article
The curve adjustment method of girder segments without hangers for suspension bridge with three-span
Qi Zhaochen,Tang Maolin,Cui Bing,Dong Meng,Wang Ming
Journal Article