Strut-and-Tie Model-Based Prestress Design for the Cable–Pylon Anchorage Zone of Cable-Stayed Bridges-Reference-Cited by-同舟云学术

Strut-and-Tie Model-Based Prestress Design for the Cable–Pylon Anchorage Zone of Cable-Stayed Bridges

Published:2021-09 Issue:9 Volume:26 Page:04021069
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Li Shengyu¹,Lim Erwin²,Shen Linbai³,Hong Yu⁴^ORCID,Pu Qianhui⁵

Affiliation:

1. Ph.D. Candidate, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of the Northbound 1, Second Ring Rd., Chengdu 610031, China.

2. Assistant Professor, Dept. of Civil Engineering, Institut Teknologi Bandung, Bandung 40132, Indonesia.

3. Master’s Candidate, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of the Northbound 1, Second Ring Rd., Chengdu 610031, China.

4. National Engineering Laboratory for Technology of Geological Disaster Prevention in Land Transportation, Southwest Jiaotong Univ., Chengdu 611756, China (corresponding author). ORCID: .

5. Professor, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of the Northbound 1, Second Ring Rd., Chengdu 610031, 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.1943-5592.0001771

Reference32 articles.

1. AASHTO. 1999. Guide specifications for design and construction of segmental concrete bridges. 2nd ed. Washington, DC: AASHTO.

2. Comparative analysis of strut-and-tie models using Smooth Evolutionary Structural Optimization

3. Generating optimal topologies in structural design using a homogenization method

4. A numerical method to generate optimal load paths in plain and reinforced concrete structures

5. Evaluation of strut-and-tie modeling applied to dapped beam with opening;Chen .;ACI Struct. J.,2002

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