Wind Performance of New and Existing Continuous Beam Bridges During Construction Stages
This study assesses the wind resistance and vortex-induced vibration (VIV) risks of the Dongzhou River Bridge in China reconstruction during critical construction stages. Computational Fluid Dynamics (CFD) simulations analyzed wind effects when the twin main girders were maximally separated, reveali...
Saved in:
| Main Authors: | Fulin Yang, Xinmin Zhang, Zeen Xie, Jianming Hao |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
MDPI AG
2025-02-01
|
| Series: | Buildings |
| Subjects: | |
| Online Access: | https://www.mdpi.com/2075-5309/15/5/791 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Numerical Analysis on Sliding-Type Transverse Splicing Connection Applied in Widening Continuous Concrete Box-Girder Bridge
by: Wenqing Wu, et al.
Published: (2024-12-01) -
Rational and sustainable procedure in the design of bridges using pre-stressed concrete beams a theoretical practical method
by: Abel Noé Xochicale Cortés
Published: (2022-03-01) -
Mitigating Temperature Effects in Curved Continuous Steel Box Girders: A Parametric Thermodynamic Analysis and Design Recommendations
by: Shichao Wang, et al.
Published: (2024-11-01) -
Transverse-Direction Post-Seismic Running Safety of Longitudinally Connected Ballastless Track–Continuous Girder Bridge Systems Considering Earthquake Damage State
by: Yulin Feng, et al.
Published: (2024-11-01) -
An Optimization Study on Continuous Steel Box Girder Bridge Components
by: Ang Wang, et al.
Published: (2025-01-01)