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Test on the Taizhou Jiajiang Bridge movable-bed model

Lin Haifeng,Wang Ping

Strategic Study of CAE 2010, Volume 12, Issue 4, Pages 86-89

Abstract:

The general situation of Taizhou Jiajiang Bridge project and the purposeof the test on Jiajiang Bridge movable-bed model were briefly depicted in the paper.analyzed to determine the design parameters of the model in this experiment, and the impact of the bridge

Keywords： Taizhou Bridge movable-bed model erosion

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Physics model experimental research on the bearing capability of the middle tower caission foundation of TaizhouBridge

Ruan Jing and Hu Feng

Strategic Study of CAE 2012, Volume 14, Issue 5, Pages 57-61

Abstract:

The foundation of the middle pylon of Taizhou Bridge is located aboveTo verify the safety and stability of the middle pylon of Taizhou Bridge, a physics model with the scale

Keywords： bearing capability of caission foundation Taizhou Bridge physics model experiment

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Research of steel box girder dehumidification in Taizhou Bridge

Li Lin and Xu Jun

Strategic Study of CAE 2012, Volume 14, Issue 5, Pages 10-13

Abstract:

The steel box girder of Taizhou Bridge is 2 160 m long with volume ofprotocols the quality inspection and evaluation standards of the steel box girder dehumidification in TaizhouBridge.

Keywords： Taizhou Bridge steel box girder dehumidification research

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Influence of soil foundation interaction simulation method on seismic response of Taizhou Bridge

Han Lei,Peng Tianbo and Zhao Yi

Strategic Study of CAE 2012, Volume 14, Issue 5, Pages 51-56

Abstract:

Three different models are discussed in this paper, which are consolidation single tower model with body flexibility considered, linear single tower model based on m analysis method and nonlinear single tower model based on p-y curve analysis method, respectively. Seismic responses of these models are analyzed under ground motion inputs of El-Centro Earthquake and Kobe Earthquake and the calculation results are compared in this paper. The result turns out that the simulation method of linear single tower model of open caisson based on m analysis method produces larger structual response than that of the nonlinear single tower model based on p-y curve analysis method. While the simulation method of linear single tower model of pile group foundation based on m analysis method matches very well with that of nonlinear single tower method based on py curve analysis method.

Keywords： Taizhou Bridge foundation simulation method ground motion input structual response

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The error adjusting method of lineshape control for the middle steel tower of Taizhou Bridge

Zhang Xiangqun,Wang Lin and You Xinpeng

Strategic Study of CAE 2012, Volume 14, Issue 5, Pages 29-32

Abstract:

The middle tower of Taizhou Bridge is a steel frame with longitudinalThe result of the implementation of the middle steel tower of Taizhou Bridge indicated that the line-shape

Keywords： Taizhou Bridge middle steel tower line shape control error adjusting

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Design of stiffening girder for Taizhou Bridge

Shan Hongwei,Ding Lei,Zhou Qing

Strategic Study of CAE 2012, Volume 14, Issue 5, Pages 4-9

Abstract:

Taizhou Bridge is the first three-tower two-span suspension bridge withand innovation have been made in detailed structure design of the stiffening girder based on Runyang Bridgeaccording to the structural character of three-pylon two-span suspension bridge.

Keywords： suspension bridge stiffening girder structural system structure design

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Comprehensive benefits analysis with solar energy utilization in the construction station of TaizhouBridge

Ding Zhiqun,Xu Jun,Li Ming

Strategic Study of CAE 2010, Volume 12, Issue 4, Pages 100-103

Abstract:

Take construction station of north tower and north anchor of TaizhouBridge for example, the environmental impact of solar energy utilization compared to the ordinary coal-fired

Keywords： construction camp of Taizhou Bridge solar energy comprehensive benefit (environmental and economic

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Dynamic behavior analysis of Taizhou Bridge

Ruan Jing,Ma Rujin

Strategic Study of CAE 2010, Volume 12, Issue 8, Pages 83-87

Abstract: The three- pylon two-span suspension bridge does have different static and dynamic behaviors comparingwith traditional one-span suspension bridge.This paper analyzes the dynamic behavior of Taizhou Bridge under construction stage and operation stage

Keywords： three-pylon two-span suspension bridge dynamic property self-vibration frequency vibration shape

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The design and construction of cat walk system for Taizhou Bridge

Zhou Chang,Du Hongchi

Strategic Study of CAE 2010, Volume 12, Issue 4, Pages 63-67

Abstract:

Taizhou Bridge is the first kilometer level three-pylon two-span suspensionbridge.The design of cat walk system of Taizhou Bridge chosen the continuous four-span structure without anti-windcables based on the analysis of critical problems of the three-pylon two-span suspension bridge.

Keywords： suspension bridge cat walk system construction

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Design of structure health monitoring system of Taizhou Bridge

Tang Ke and Dai Pengfei

Strategic Study of CAE 2012, Volume 14, Issue 5, Pages 14-18

Abstract: systematic description of the design of health monitoring system for the structure of extra-large suspension bridgeis presented based on Taizhou Bridge.

Keywords： health monitoring system wireless sensor largescale bridge structure

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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

Abstract:

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.side span's length to middle span's ratio, on displacement feature of three-tower suspension bridge

Keywords： three-tower suspension bridge Taizhou Bridge displacement characteristics influencing parameters

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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

Abstract:

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 bridgearticle determines the proper lifting sequence of steel box girders of this threetower suspension bridge

Keywords： three tower two pan suspension bridge steel box girder lifting sequence

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Key technology research on construction for the middle tower of suspension bridge

Tian Wei,Liu Jianbo and You Xinpeng

Strategic Study of CAE 2012, Volume 14, Issue 5, Pages 23-28

Abstract:

The middle tower of Taizhou Bridge consists of deepwater caisson foundation

Keywords： Taizhou Bridge anchor pier positioning real time monitoring control measure in final stage whole process

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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

Abstract:

Taizhou Bridge, locating at the middle of Jiangsu Province, connectingTaizhou and Zhenjiang, started to construct in Dec. 2007.The 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 inconstruct the great engineering project, such as the design techniques of the three-tower suspension bridge

Keywords： three-tower suspension bridge innovation design caisson in water herringbone steel tower

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The research of ship-bridge collision protection system for Taizhou Bridge

Shen Gang,Fu Yaohua,Jin Yunnlong

Strategic Study of CAE 2010, Volume 12, Issue 4, Pages 73-77

Abstract: justify;">The risk of ship collision to the center tower located at the edge of navigation channel of TaizhouYangtse River Highway Bridge is expected.To protect the bridge, this research integrates a variety of factors to study the protection system ofAiming at the suspension bridge with three-tower-span, with combination of ship navigation planning,bridge parameters and characteristics of bridge foundation, the ship collision research is carried out

Keywords： ship-bridge collision ship-collision force the numerical simulation of ship collision pile supported