Accelerated Construction of Self-Anchored Suspension Bridge Using Novel Tower-Girder Anchorage Technique

Author:

Wang Xiaoming1,Fei Pengbo2,Dong You3ORCID,Wang Chengshu4

Affiliation:

1. Associate Professor, Key Laboratory for Bridge and Tunnel of Shaanxi Province, Chang’an Univ., Xi’an 710064, China.

2. Graduate Student, Key Laboratory for Bridge and Tunnel of Shaanxi Province, Chang’an Univ., Xi’an 710064, China.

3. Assistant Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong 999077, China (corresponding author). ORCID: .

4. Senior Engineer, Zhejiang Provincial Transport Planning, Design and Research Institute, Hangzhou 310000, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference38 articles.

1. Study on construction method of ‘erecting cable before girder’ of self-anchored suspension bridge;An L. Y.;Urban Roads Bridges & Flood Control,2007

2. Construction techniques for side-span steel box girder of a self-anchored suspension bridge crossing existing railway;Chen N. X.;World Bridges,2017

3. Incremental launching construction of steel box girder of self-anchored suspension bridge of Pingsheng Bridge;Chen Y. H.;Bridge Constr.,2006

4. A simple corrosion fatigue design method for bridges considering the coupled corrosion-overloading effect

5. Experimental and numerical evaluation of a folded plate girder system for short-span bridges – A case study

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