Strength of Footing with Punching Shear Preventers
Joint Authors
Lee, Sang-Sup
Moon, Jiho
Park, Keum-Sung
Bae, Kyu-Woong
Source
Issue
Vol. 2014, Issue 2014 (31 Dec. 2014), pp.1-15, 15 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2014-10-20
Country of Publication
Egypt
No. of Pages
15
Main Subjects
Medicine
Information Technology and Computer Science
Abstract EN
The punching shear failure often governs the strength of the footing-to-column connection.
The punching shear failure is an undesirable failure mode, since it results in a brittle failure of the footing.
In this study, a new method to increase the strength and ductility of the footing was proposed by inserting the punching shear preventers (PSPs) into the footing.
The validation and effectiveness of PSP were verified through a series of experimental studies.
The nonlinear finite element analysis was then performed to demonstrate the failure mechanism of the footing with PSPs in depth and to investigate the key parameters that affect the behavior of the footing with PSPs.
Finally, the design recommendations for the footing with PSPs were suggested.
American Psychological Association (APA)
Lee, Sang-Sup& Moon, Jiho& Park, Keum-Sung& Bae, Kyu-Woong. 2014. Strength of Footing with Punching Shear Preventers. The Scientific World Journal،Vol. 2014, no. 2014, pp.1-15.
https://search.emarefa.net/detail/BIM-1049751
Modern Language Association (MLA)
Lee, Sang-Sup…[et al.]. Strength of Footing with Punching Shear Preventers. The Scientific World Journal No. 2014 (2014), pp.1-15.
https://search.emarefa.net/detail/BIM-1049751
American Medical Association (AMA)
Lee, Sang-Sup& Moon, Jiho& Park, Keum-Sung& Bae, Kyu-Woong. Strength of Footing with Punching Shear Preventers. The Scientific World Journal. 2014. Vol. 2014, no. 2014, pp.1-15.
https://search.emarefa.net/detail/BIM-1049751
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1049751