Investigation of the strut‐and‐tie model of a two‐plane cable‐stayed bridge tower under vertical component of the cable force-Reference-Cited by-同舟云学术

Investigation of the strut‐and‐tie model of a two‐plane cable‐stayed bridge tower under vertical component of the cable force

Published:2021-09-07 Issue:6 Volume:22 Page:3288-3303
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Li Shengyu¹,Hong Yu¹²^ORCID,Huang Shengqian¹,Pu Qianhui¹²

Affiliation:

1. School of Civil Engineering Southwest Jiaotong University Chengdu China

2. National Engineering Laboratory for Technology of Geological Disaster Prevention in Land Transportation Southwest Jiaotong University Chengdu China

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.202100042

Reference18 articles.

1. Determination of strut-and-tie models using evolutionary structural optimization

2. Optimal three-dimensional strut-and-tie models for anchorage diaphragms in externally prestressed bridges

3. Elastic-to-Plastic Strut-and-Tie Model for Deep Beams

4. Elastic-to-plastic strut-and-tie model for multianchorage zones

5. Probabilistic models of the strut efficiency factor for RC deep beams with MCMC method

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