Finite element numerical simulation of a <scp>cable‐stayed</scp> bridge construction through the progressive cantilever method-Reference-Cited by-同舟云学术

Finite element numerical simulation of a cable‐stayed bridge construction through the progressive cantilever method

Published:2022-02-12 Issue:2 Volume:23 Page:632-651
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Souza Hoffman Igor¹^ORCID,Manica Lazzari Bruna¹^ORCID,Campos Américo¹^ORCID,Manica Lazzari Paula¹^ORCID,Rodrigues Pacheco Alexandre¹

Affiliation:

1. Department of Civil Engineering Federal University of Rio Grande do Sul Porto Alegre Brazil

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.202100662

Reference22 articles.

1. Carrillo L.Erection analysis of cable‐stayed bridges. PhD thesis Escuela Tecnica Superior de Ingenieros de Caminos Canales y Puertos Universidad Politecnica de Madrid Madrid Spain 2015.

2. Structural stability of cable-stayed bridges during construction

3. Cable-Stayed Bridges

4. Comité Euro‐International Du BétonCEB‐FIP Model code 2010. Bulletin No 65 2012.

5. Gomes R.R.S.Technical and constructive considerations of a cable stayed bridge design M.Sc. Dissertation Federal University of Rio de Janeiro Rio de Janeiro RJ Brazil 2013.

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