DISCUSSIONS AND CLOSURES
Nov 1, 2001
Concrete Slabs Reinforced with FRP Grids. II: Punching Resistance
This article is a reply.
VIEW THE ORIGINAL ARTICLEAuthors: Carlos E. Ospina, Scott D. B. Alexander, J. J. Roger Cheng, Stijn Matthys, and Luc TaerweAuthor Affiliations
Publication: Journal of Composites for Construction
Volume 5, Issue 4
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
El-Ghandour, A. W., Pilakoutas, K., and Waldron, R. ( 2000). “Punching shear behaviour and design of FRP RC flat slabs.” Proc., Int. Workshop on Punching Shear Capacity of RC Slabs, J. Silfwerbrand and G. Hassanzadeh, eds., Royal Institute of Technology, Stockholm, 359–366.
2.
Ospina, C. E., Alexander, S. D. B., and Cheng, J. J. R. ( 2000). “Punching of column-supported two-way concrete slabs reinforced with GFRP.” Proc., 2nd Int. Conf. on Advanced Compos. Mat. in Bridges and Struct., J. Humar and A. G. Razaqpur, eds., Canadian Society for Civil Engineering, Ottawa, 323–330.
Information & Authors
Information
Published In
Journal of Composites for Construction
Volume 5 • Issue 4 • November 2001
Pages: 277
History
Published online: Nov 1, 2001
Published in print: Nov 2001
Permissions
Request permissions for this article.
Authors
Affiliations
Carlos E. Ospina
Scott D. B. Alexander
J. J. Roger Cheng
Stijn Matthys
Luc Taerwe
Associate Member, ASCE
Member, ASCE
Ph.D. Candidate, Dept. of Civ. and Envir. Engrg., Univ. of Alberta, Edmonton, AB, Canada T6G 2G7.
Assoc. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Alberta, Edmonton, AB, Canada T6G 2G7.
C. W. Carry Prof., Dept. of Civ. and Envir. Engrg., Univ. of Alberta, Edmonton, AB, Canada T6G 2G7.
Dr. Ir., Res. Asst., Magnel Lab. for Concrete Res., Dept. of Struct. Engrg., Ghent Univ., Technologiepark-Zwijnaarde 9, B-9052 Gent, Belgium. E-mail: [email protected]
Prof. Dr. Ir., Magnel Lab. for Concrete Res., Dept. of Struct. Engrg., Ghent Univ., Technologiepark-Zwijnaarde 9, B-9052 Gent, Belgium.
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.