Optimum Combination of Bridge and Deck Systems for Superspan Cable-Stayed Bridges-Reference-Cited by-同舟云学术

Optimum Combination of Bridge and Deck Systems for Superspan Cable-Stayed Bridges

Published:2018-01 Issue:1 Volume:23 Page:04017112
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Shao Yi¹,Shao Xudong²,Li Lifeng³,Wu Jiajia⁴

Affiliation:

1. Ph.D. Student, Dept. of Civil and Environmental Engineering, Stanford Univ., Stanford, CA 94305.

2. Professor, Dept. of Bridge Engineering, Hunan Univ., Changsha, Hunan 410082, China (corresponding author)..

3. Professor, Dept. of Bridge Engineering, Hunan Univ., Changsha, Hunan 410082, China.

4. Graduate Student, Dept. of Bridge Engineering, Hunan Univ., Changsha, Hunan 410082, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001161

Reference17 articles.

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3. Boersma P. D. and Jong F. B. P. (2003). “Techniques and solutions for rehabilitation of orthotropic steel bridge decks in the Netherlands.” Proc. 10th Int. Conf. and Exhibition on Structural Faults and Repair Transport Research Board Washington DC.

4. Muller J. (1992). “The bi-stayed bridge concept: Overview of wind engineering problems.” Proc. 1st Int. Symp. on Aerodynamics of Large Bridges Transportation Research Board Washington DC.

5. Murakoshi J. Yanadori N. and Ishii H. (2008). “Research on steel fiber reinforced concrete pavement for orthotropic steel deck as a countermeasure for fatigue.” Proc. 2nd Int. Orthotropic Bridge Conf. ASCE Reston VA.

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