Conceptual Design of Superspan Partial Ground-Anchored Cable-Stayed Bridge with Crossing Stay Cables-Reference-Cited by-同舟云学术

Conceptual Design of Superspan Partial Ground-Anchored Cable-Stayed Bridge with Crossing Stay Cables

Published:2014-03 Issue:3 Volume:19 Page:06013001
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Shao Xudong¹,Hu Jia²,Deng Lu³,Cao Junhui⁴

Affiliation:

1. Professor, Dept. of Bridge Engineering, Hunan Univ., Changsha, Hunan, China.

2. Ph.D. Candidate, Dept. of Bridge Engineering, Hunan Univ., Changsha, Hunan, China (corresponding author).

3. Professor, College of Civil Engineering, Hunan Univ., Changsha, Hunan, China.

4. Ph.D. Candidate, Dept. of Bridge Engineering, Hunan Univ., Changsha, Hunan, 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.1943-5592.0000534

Reference8 articles.

1. Cui B. et al. (2010). “The summary design of the 4th Changjiang River Bridge in Nanjing City.” 2010 National Academic Symp. on Bridges China Communications Press Beijing.

2. 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.

3. Otsuka H. (1991). “Fundamental study for design and erection of partially anchored composite cable-stayed bridge with 900 m center span length.” Innovation in cable-stayed bridge Proc. Int. Symp. for Innovation in Cable-Stayed Bridges Fukuoka Japan.

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