Experimental and Computational Analysis of Large-Amplitude Flutter in the Tacoma Narrows Bridge: Wind Tunnel Testing and Finite Element Time-Domain Simulation
Nonlinear wind-induced vibrations and coupled static–dynamic instabilities pose significant challenges for long-span suspension bridges, especially under large-amplitude and high-angle-of-attack conditions. However, existing studies have yet to fully capture the mechanisms behind large-amplitude tor...
Saved in:
| Main Authors: | Bishang Zhang, Ledong Zhu |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
MDPI AG
2025-08-01
|
| Series: | Buildings |
| Subjects: | |
| Online Access: | https://www.mdpi.com/2075-5309/15/15/2800 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
A method for calculating strand tension in the anchor span of a suspension bridge considering the rotation of a splay saddle
by: Xuejin Huo, et al.
Published: (2023-03-01) -
Vehicle–Bridge Coupling Vibration Analysis of Long-Span Self-Anchored Suspension Bridges Based on Cross-Section Mass–Shear Center Heterocentricity
by: Zheng Li, et al.
Published: (2024-11-01) -
Numerical simulation study on temperature characteristics of double-deck suspension bridge in vehicle fires
by: Bobo Shi, et al.
Published: (2025-01-01) -
Features of assessing the condition and behavior of low-water bridges
by: A. A. Loktev, et al.
Published: (2021-12-01) -
A Novel Monitoring Method of Wind-Induced Vibration and Stability of Long-Span Bridges Based on Permanent Scatterer Interferometric Synthetic Aperture Radar Technology
by: Jiayue Ma, et al.
Published: (2025-05-01)