PC Cable-Stayed Bridge Main Girder Shear Lag Effects: Assessment of Single Cable Plane in Construction Stage
A model test and finite element analysis were conducted in this study to determine the distribution law of shear lag effect in the main beam section, a box girder, during the cable-stayed bridge construction process. The experimental and theoretical results were compared in an example of loading the...
Saved in:
Main Authors: | Yan-feng Li, Xing-long Sun, Long-sheng Bao |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2020-01-01
|
Series: | Advances in Materials Science and Engineering |
Online Access: | http://dx.doi.org/10.1155/2020/2646513 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Mechanical Characteristics of the Main Tower of a Polygonal Line Tower Cable-Stayed Bridge
by: Yan-feng Li, et al.
Published: (2020-01-01) -
Effect of Initial Cable Tension on Cable-Stayed Bridge Performance and a New Construction Method
by: Hamid Dehghani, et al.
Published: (2024-11-01) -
Dynamic Responses of Long-Span Steel Truss Girder Cable-Stayed Bridge With a Single Pylon
by: Yong Zeng, et al.
Published: (2025-01-01) -
Seismic Passive Control of Cable-Stayed Bridges
by: Hosam-Eddin M. Ali, et al.
Published: (1995-01-01) -
Cable Force Measurement of Cable-Stayed Bridge Based on Microwave Radar Test Technology
by: Gongjian Che, et al.
Published: (2024-01-01)