Russian Journal of Transport Engineering
Russian journal of transport engineering
           

2020, Vol. 7, No. 1. - go to content...

Permanent address of this page - https://t-s.today/en/14sats120.html

Метаданные этой статьи так же доступны на русском языке

DOI: 10.15862/14SATS120 (https://doi.org/10.15862/14SATS120)

Full article in PDF format (file size: 2.7 MB)


For citation:

Valiev Sh.N., Maung Maung Win Aung, Ovchinnikov I.I. The behavior of reinforced concrete pylons in the static analysis of cable-stayed bridges. Russian Journal of Transport Engineering. 2020; 7(1). Available at: https://t-s.today/PDF/14SATS120.pdf (in Russian). DOI: 10.15862/14SATS120


The behavior of reinforced concrete pylons in the static analysis of cable-stayed bridges

Valiev Sherali Nazaralievich
Moscow automobile and road construction state technical university, Moscow, Russia
E-mail: vshn2014@gmail.com

Maung Maung Win Aung
Moscow automobile and road construction state technical university, Moscow, Russia
E-mail: mgmgwinag@gmail.com

Ovchinnikov Ilya Igorevich
Industrial university of Tyumen, Tyumen, Russia
E-mail: bridgeart@mail.ru

Abstract. In this paper, we consider a linear static analysis of cable-stayed bridges with different pylon shapes under their own weight. The cable-stayed bridge is one of the modern bridges that are built to cover large spans. It is therefore necessary to study the behavior of the pylons before you can apply it in practice. For this study, different pylon shapes are compared with the size of the bridge span, while other parameters remain unchanged. The various forms of pylons considered for a cable-stayed bridge are diamond, small diamond, Y-inverted, A, H and U-shaped. The height of the pylon remains the same for all cable-stayed bridge models with different pylon shapes. The bridge simulation was prepared using the Midas/Civil software. For this study, the semi-fan type cable-stayed bridge was adopted. The study gives the deformed state of the pylons, i.e. bending moments, transverse and longitudinal forces, and deflections. This study will be useful for selecting the shape of the pylon for the bridge used in specific conditions.

Keywords: cable-stayed bridge; pylons; static linear analysis; software Midas/Civil

Download article in PDF format

Creative Commons License
This work is licensed under a Creative Commons Attribution 4.0 License.

ISSN 2413-9807 (Online)

Dear readers! Comments on articles are accepted in Russian and English.
Comments are moderated and appear on the site after verification by the editor.
Comments not related to the subject of the article are not published.

Добавить комментарий