Bearing Capacity Studies on Square Steel Tube Confined Steel Reinforced Concrete Column under Eccentric Load
Author
Source
Issue
Vol. 2020, Issue 2020 (31 Dec. 2020), pp.1-11, 11 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2020-04-15
Country of Publication
Egypt
No. of Pages
11
Main Subjects
Abstract EN
In the present study, an experimental research was conducted on square steel tube confined steel reinforced concrete column under eccentric load.
The major parameters of the specimens included slenderness ratio, eccentricity ratio, and structural steel reinforced ratio.
According to the tested results, the eccentricity ratio, from 0 to 0.55, significantly affects the structural bearing capacity.
The slenderness ratio, from 3 to 8, and steel reinforced ratio, from 0.3 to 0.41, slightly affect the capacity.
Furthermore, a numerical analysis program was developed, and the calculated results are well consistent with the experimental results.
Also, the theoretical formula for eccentrically loaded columns was proposed based on numerical results.
American Psychological Association (APA)
Zhao, Tongfeng. 2020. Bearing Capacity Studies on Square Steel Tube Confined Steel Reinforced Concrete Column under Eccentric Load. Advances in Civil Engineering،Vol. 2020, no. 2020, pp.1-11.
https://search.emarefa.net/detail/BIM-1121557
Modern Language Association (MLA)
Zhao, Tongfeng. Bearing Capacity Studies on Square Steel Tube Confined Steel Reinforced Concrete Column under Eccentric Load. Advances in Civil Engineering No. 2020 (2020), pp.1-11.
https://search.emarefa.net/detail/BIM-1121557
American Medical Association (AMA)
Zhao, Tongfeng. Bearing Capacity Studies on Square Steel Tube Confined Steel Reinforced Concrete Column under Eccentric Load. Advances in Civil Engineering. 2020. Vol. 2020, no. 2020, pp.1-11.
https://search.emarefa.net/detail/BIM-1121557
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1121557