Spanning capacity analysis of self-anchored suspension bridges based on the stability and compression strength of stiffening girder
Considerable axial compression stress exists in the stiffening girder of self-anchored suspension bridges. Therefore, failures of self-anchored suspension bridges will be either due to material failure or instability of the stiffening girder, which will be the major concerns. In this study, the span...
Main Authors: | Cunyu Cui, Changyan Niu, Jianguo Dai, Yongcheng Lu |
---|---|
Format: | Article |
Language: | English |
Published: |
Taylor & Francis Group
2023-10-01
|
Series: | Journal of Asian Architecture and Building Engineering |
Subjects: | |
Online Access: | http://dx.doi.org/10.1080/13467581.2023.2270010 |
Similar Items
-
Modification of the Euler Load for the Stiffened Compressive Members and Determination of the Optimal Stiffening for the Maximum Buckling Load
by: Mahsa Karimian Sichani, et al.
Published: (2020-11-01) -
Effect of Steel Reinforcement on the Minimum Depth-Span Ratio
by: Mereen Hassan Fahmi Rasheed, et al.
Published: (2018-06-01) -
Deflection analysis of long-span girder bridges under vehicle bridge interaction using cellular automaton based traffic microsimulation
by: Pan Zeng, et al.
Published: (2019-06-01) -
Substantiation of the necessity and method of upgrading the software of the measuring complex for assessing the load capacity of girder spans of road bridges
by: Pavel M. Salamakhin, et al.
Published: (2020-12-01) -
Long span post-tensioned box girder bridge in Bratislava
by: Adrián Chalupec, et al.
Published: (2022-03-01)