Anti-overturning safety performance investigation for single column pier bridge
Under eccentric load, a single column pier bridge often overturns. In order to study the anti overturning performance of a single column pier bridge, taking the accident bridge in Wuxi as an example, a finite element model is established based on ABAQUS. According to the model simulation results, th...
Main Authors: | Yongcheng Ji, Wenchao Liu, Wei Li, Pixiang Wang |
---|---|
Format: | Article |
Language: | English |
Published: |
Polish Academy of Sciences
2022-09-01
|
Series: | Archives of Civil Engineering |
Subjects: | |
Online Access: | https://journals.pan.pl/Content/124514/PDF/art13.pdf |
Similar Items
-
Probabilistic Safety Factor Calculation of the Lateral Overturning Stability of a Single-Column Pier Curved Bridge under Asymmetric Eccentric Load
by: Fenghui Dong, et al.
Published: (2022-07-01) -
Effect of longitudinal stiffening on bridge girder webs at incremental launching stage
by: Carlos Graciano, et al.
Published: (2015-01-01) -
Mechanical performance study of the retractable pier column after stiffening
by: Yi Zhang, et al.
Published: (2020-08-01) -
The Atlantic Meridional Overturning Circulation is not collapsing
by: Parker Albert, et al.
Published: (2021-09-01) -
INFLUENCE OF STRAINING BEAMS ON THE SEISMIC FRAGILITY OF DOUBLE-COLUMN BRIDGE PIERS
by: Yuye Zhang, et al.
Published: (2019-04-01)