Study on the structural stability of partial cable-stayed bridges with multiple towers and high piers during construction.
To clarify the structural safety and stability of partial cable-stayed bridges with multiple towers and high piers during the construction stage, a finite element analysis model of the entire construction process was established using a five-tower, six-span, partial cable-stayed bridge in Shaanxi Pr...
Saved in:
| Main Authors: | Chenglong Zhu, Lingbo Wang, Yixiang Liu, Lin Kang, Xinjun Guo, Xiaobo Zheng |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Public Library of Science (PLoS)
2024-01-01
|
| Series: | PLoS ONE |
| Online Access: | https://doi.org/10.1371/journal.pone.0310631 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Study on the Tensioning Scheme for Construction Monitoring of Asymmetric Single-Tower Cable-Stayed Bridges
by: Quan Zhang, et al.
Published: (2023-12-01) -
Influence of Crossing Cable Arrangement on the Static Performance of Long-Span Three-Tower Cable-Stayed Bridges
by: Shengbo Chai, et al.
Published: (2025-06-01) -
Construction monitoring and control of cable-stayed bridges without backstays
by: Xilong Zheng
Published: (2024-12-01) -
Investigation of Influence Factors of Wind-Induced Buffeting Response of a Six-Tower Cable-Stayed Bridge
by: Zhi-Qiang Zhang, et al.
Published: (2016-01-01) -
Longitudinal Seismic Behavior of a Single-Tower Cable-Stayed Bridge Subjected to Near-Field Earthquakes
by: J. Yi, et al.
Published: (2017-01-01)