Structural Analysis and Alignment Control for symmetrical Double-Cantilever Casting Concrete Cable-Stayed Bridge
- DOI
- 10.2991/978-94-6463-312-2_20How to use a DOI?
- Keywords
- Cable-stayed bridge; asymmetrical construction; prestressed concrete; cantilever casting; structural analysis; alignment control
- Abstract
The main bridge of Cao Lanh Bridge is a double-pylon and double-cable-plane PC cable-stayed bridge with a main span of 350 m. The main edge beams were cast in situ with form-traveler by the method of asymmetrical double-cantilever, that was, the concrete casting and cable tension of the main span were prior to the side span during the construction of the symmetrical segments on the two sides of the cantilever. In order to study the structural characteristics and variation trend of alignment, the finite element model of the whole bridge was established by the software MIDAS Civil, and the parameters of concrete elastic modulus, shrinkage strain and form-traveler stiffness were modified during construction stages. The alignments of pylons and edge beams were controlled based on the analysis results of stresses, displacements and cable forces of construction stages. The results show that the alignments of pylons and edge beams in completed stage meet the requirements of specification and design.
- Copyright
- © 2023 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.
Cite this article
TY - CONF AU - Lei Cheng PY - 2023 DA - 2023/12/07 TI - Structural Analysis and Alignment Control for symmetrical Double-Cantilever Casting Concrete Cable-Stayed Bridge BT - Proceedings of the 2023 5th International Conference on Structural Seismic and Civil Engineering Research (ICSSCER 2023) PB - Atlantis Press SP - 185 EP - 197 SN - 2589-4943 UR - https://doi.org/10.2991/978-94-6463-312-2_20 DO - 10.2991/978-94-6463-312-2_20 ID - Cheng2023 ER -