Temperature Response of Double-Layer Steel Truss Bridge Girders
Double-layer steel truss continuous girders are prone to significant temperature stress, deviation, torsion, and warping, thus causing adverse temperature structural responses, and also affecting the safety and durability of bridge structures. This paper presents an investigation on time-dependent c...
Main Authors: | Shichao Wang, Gang Zhang, Jie Li, Yubo Wang, Bohao Chen |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2023-11-01
|
Series: | Buildings |
Subjects: | |
Online Access: | https://www.mdpi.com/2075-5309/13/11/2889 |
Similar Items
-
Study on Seismic Isolation of Long Span Double Deck Steel Truss Continuous Girder Bridge
by: Yongjian Chen, et al.
Published: (2022-03-01) -
Concrete–filled steel tube truss girders—a state-of-the-art review
by: Jane Regita Joseph, et al.
Published: (2023-05-01) -
The Structural Design and Optimization of Top-Stiffened Double-Layer Steel Truss Bridges Based on the Response Surface Method and Particle Swarm Optimization
by: Lingbo Wang, et al.
Published: (2023-10-01) -
大跨径双层悬索桥钢桁梁整体焊接点疲劳分析与实验 = Fatigue analysis and test on integral welded joint at steel truss girder of long-span double deck suspension bridge
by: 邓晓光 Deng, Xiao-guang, et al.
Published: (2017) -
Investigation of Vortex-Induced Vibration of Double-Deck Truss Girder with Aerodynamic Mitigation Measures
by: Gang Yao, et al.
Published: (2023-05-01)