Vertical Gradient Temperature Difference of the Main Arch with Single Pipe Section in Tibet Based on Statistical Analysis
A 75 m long experimental arch with a 1.6 m diameter was constructed in Tibet for a one-year test to determine the most unfavourable vertical temperature difference for a single pipe in the main arch of a concrete-filled steel tube arch bridge. Actual temperature observation data were used to analyse...
Saved in:
Main Authors: | Tuo Shi, Nianchun Deng, Zheng Chen, Haoxu Li |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2020-01-01
|
Series: | Advances in Materials Science and Engineering |
Online Access: | http://dx.doi.org/10.1155/2020/9767621 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Temperature Load Parameters and Thermal Effects of a Long-Span Concrete-Filled Steel Tube Arch Bridge in Tibet
by: Tuo Shi, et al.
Published: (2020-01-01) -
Temperature Field and Gradient Effect of a Steel-Concrete Composite Box Girder Bridge
by: Haoxu Li, et al.
Published: (2021-01-01) -
Hydration Heat of Nonshrinkage Concrete in Large-Diameter CFST Arch Ribs Cured at Low Temperatures
by: Tuo Shi, et al.
Published: (2020-01-01) -
In-Plane Instability of Parabolic Arches under Uniformly Distributed Vertical Load Coupled with Temperature Gradient Field
by: Zhenyu Pan, et al.
Published: (2022-01-01) -
Practical Evaluation Method for the Pouring Scheme of a Long-Span Concrete-Filled Steel Tube Arch Bridge
by: Xinyu Yao, et al.
Published: (2022-01-01)