Evaluation of Criteria for Out-of-Plane Stability of Steel Arch Bridges in Major Design Codes by FE Analysis
The provisions for out-of-plane stability of steel arch bridges in three major design codes are presented in this paper. By employing an existing steel arch bridge as a model, the influence of bridge type, arch rib to lateral bracing stiffness ratio, rise-to-span ratio, arch rib spacing, and range o...
Main Authors: | Wenping Wang, Yanyu Lin, Kangming Chen |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2022-12-01
|
Series: | Applied Sciences |
Subjects: | |
Online Access: | https://www.mdpi.com/2076-3417/12/24/12632 |
Similar Items
-
Effect of Stiff Hangers on the Longitudinal Structural Behavior of Tied-Arch Bridges
by: Juan Manuel García-Guerrero, et al.
Published: (2018-02-01) -
Analysis of Out-Of-Plane Stability of Bow-String Arches
by: Josef Vican, et al.
Published: (2016-11-01) -
Elastic arch bridges/
by: 201230 McCullough, Conde Balcom, et al.
Published: (1931) -
A Review of the Network Arch Bridge
by: Alexandra Denisa Danciu, et al.
Published: (2023-10-01) -
The Diagonal Arch Bridge, a Particular Case of Spatial Arch Bridges
by: Jesús Aguilar-Jiménez, et al.
Published: (2021-02-01)