Unique Design of Haixin Bridge, a Half-through Inclined Arch Bridge with a Curved Girder

Author:

Ning Pinghua1,Shangguan Bing2,Qiu Jianfa3,Tian Jingxue4,Bao Huanhui5,Hu Huiyong1,Cao Ke6

Affiliation:

1. Guangzhou Municipal Engineering Design and Research Institute, Guangzhou, People’s Republic of China

2. Department of Bridge Engineering, Tongji University, Shanghai, People’s Republic of China, and Prof., Sr Eng., Guangdong Yejian Construction Drawing Review Center, Guangzhou, People’s Republic of China

3. School of Architecture, South China University of Technology (SCUT), and Architectural Design & Research Institute of SCUT, Guangzhou, People’s Republic of China

4. Guangzhou Construction Investment & Development, Guangzhou, People’s Republic of China

5. Architectural Design & Research Institute of SCUT, Guangzhou, People’s Republic of China

6. China Railway Guangzhou Engineering Group, Guangzhou, People’s Republic of China.

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Reference4 articles.

1. Shangguan B, Hu HY, Ning PH, et al. Seismic analysis of long-span skew arch curved beam pedestrian overpass based on finite element. Proceedings of the 2022 International Conference on Intelligent Transportation, Big Data & Smart City (ICITBS). Hengyang, China: IEEE; 2022. p. 1320–1324.

2. HiVoSS (Human-Induced Vibrations of Steel Structures). “Design of footbridges: Guideline” Research Rep. RFS2-CT-2007-00033: 2008.

3. Zhou JH, Huang YQ, Liu AR. Walking comfort analysis of curved beam and skew arch combination bridge: Proceedings of the 30th National Conference on Structural Engineering (II). Guangzhou, China: CSTAM; 2021. p. 428–434. (in Chinese)

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