Study on Reasonable Construction State of Long-Span Asymmetric Single Tower Composite Beam Cable-Stayed Bridge

Xilong Chen; Xiaoliang Lin; Wangbao Zhu; Jiaping Zhou; Huiming Chen

doi:10.2991/978-94-6463-782-3_13

<Previous Article In Volume

Next Article In Volume>

Study on Reasonable Construction State of Long-Span Asymmetric Single Tower Composite Beam Cable-Stayed Bridge

Authors

Xilong Chen¹, Xiaoliang Lin¹, Wangbao Zhu¹, Jiaping Zhou¹, Huiming Chen¹^{, *}

¹Guangzhou Guangjian Construction Engineering Testing Center Co., Ltd, Guangzhou, 510405, China

^*Corresponding author. Email: 13330128087@163.com

Corresponding Author

Huiming Chen

Available Online 4 July 2025.

DOI: 10.2991/978-94-6463-782-3_13 How to use a DOI?
Keywords: Long-span asymmetric single-tower composite beam cable-stayed bridge; Midas Civil; reasonable construction state; forward iteration method; reliability
Abstract: Determining the cable forces and structural internal forces at each stage of cable-stayed bridge construction to ensure that the cable tensions and bridge alignment achieve a desirable state is a critical issue in construction control. Against the backdrop of a long-span asymmetric single-tower composite girder cable-stayed bridge, this study constructs a finite element model using Midas Civil software. And ascertaining the rational construction state of the cable-stayed bridge by employing the forward iteration method. The findings indicate that the forward iteration method is reliable for calculating the rational construction state of cable-stayed bridges and can serve as a reference for establishing the rational construction state of similar bridge types.
Copyright: © 2025 The Author(s)
Open Access: Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Download article (PDF)

<Previous Article In Volume

Next Article In Volume>

Volume Title: Proceedings of the 2025 2nd International Conference on Urban Planning and Design (UPD 2025)
Series: Advances in Engineering Research
Publication Date: 4 July 2025
ISBN: 978-94-6463-782-3
ISSN: 2352-5401
DOI: 10.2991/978-94-6463-782-3_13 How to use a DOI?
Open Access: Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Cite this article

ris enw bib

TY  - CONF
AU  - Xilong Chen
AU  - Xiaoliang Lin
AU  - Wangbao Zhu
AU  - Jiaping Zhou
AU  - Huiming Chen
PY  - 2025
DA  - 2025/07/04
TI  - Study on Reasonable Construction State of Long-Span Asymmetric Single Tower Composite Beam Cable-Stayed Bridge
BT  - Proceedings of the 2025 2nd International Conference on Urban Planning and Design (UPD 2025)
PB  - Atlantis Press
SP  - 120
EP  - 130
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-782-3_13
DO  - 10.2991/978-94-6463-782-3_13
ID  - Chen2025
ER  -

download .riscopy to clipboard