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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-firedThe results show that the solar energy utilization can improve the camp environment significantly.

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

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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 and construction of cat walk system is critical to the installation of the superstructuresThe design of cat walk system of Taizhou Bridge chosen the continuous four-span structure without anti-windThis paper describes details and construction sequences of the overall design of the cat walk system

Keywords： suspension bridge cat walk system construction

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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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Flutter stability and management strategy for the deck of Taizhou Bridge during construction stage

Li Chengcheng,Chen Airong and Ma Rujin

Strategic Study of CAE 2012, Volume 14, Issue 5, Pages 46-50

Abstract:

In this paper, Taizhou Bridge, a three-tower suspension bridge was investigatedto discover the flutter stability of deck under symmetrical construction through FEM（finite elementThe assessment of flutter stability during deck construction stage was performed based on analysis of

Keywords： multi tower suspension bridge construction stage flutter stability management strategy

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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 foundationThe construction is complex.During the construction, the structure system changes frequently.Many innovative technologies are obtained in this project, and the key technologies about construction

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

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Bottom sealing construction technology for extralarge onland caisson

Du Hongchi and Yang Ning

Strategic Study of CAE 2012, Volume 14, Issue 5, Pages 19-22

Abstract: justify;">The total quantity of concrete exceeds 30 000 m³ for the north anchor caisson of TaizhouBridge, which is the largest quantity underwater concrete for bottom sealing construction till now inThis article presents the bottom sealing construction technology for the caisson of north anchor of TaizhouBridge mainly in the aspects of base cleaning, bottom sealing equipment arrangement and sealing concreteconstruction technique.

Keywords： extra large on land caisson bottom sealilng construction technology for caisson Taizhou Bridge

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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 ofThe paper analyzes the principle, lectotype, setting, workflow and construction of the steel box girderprotocols 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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Research and development of engineering project management system for the large-scale engineering constructions

Feng Zhaoxiang,Jiang Bo

Strategic Study of CAE 2010, Volume 12, Issue 4, Pages 108-112

Abstract: justify;">This paper presented the research and development of an information management system for TaizhouBridge.

Keywords： large-scale engineering construction management information system(MIS) construction management system Taizhou Bridge

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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 technology with segments fabricated in the factory and erection at site is used in the constructionA full-procedure construction control system to the complicated tower is set up.The 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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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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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

Frontiers of Structural and Civil Engineering 2020, Volume 14, Issue 1, Pages 169-184 doi: 10.1007/s11709-019-0590-y

Abstract: presents pretest analysis of a shake table test model of a 0.35-scale, two-span, steel plate girder bridgeThe objective of pretest analysis was to obtain an insight on the seismic response of the bridge modelThe bridge included seat type abutments, full-depth precast deck panels, and a two-column bent in whichSix accelerated bridge construction connections were incorporated in the bridge model.Using experimental fragility curves developed for RC bridge columns, it was predicted that there was

Keywords： shake table test accelerated bridge construction steel girder bridge OpenSEES UHPC simple for dead continuous

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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