DISCUSSIONS AND CLOSURES
Sep 1, 1996
Discussion: Analytical Model for Shear Critical Reinforced-Concrete Members
Authors: F. J. Vecchio and M. P. CollinsAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 122, Issue 9
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Bhide, S. B., and Collins, M. P. (1989). “Influence of axial tension on the shear capacity of reinforced concrete members.”ACI Struct. J. 86(5), pp 570–581.
2.
Vecchio, F. J., and Collins, M. P.(1988). “Predicting the response of reinforced concrete beam subjected to shear using modified compression field theory.”ACI Struct. J., 85(3), 258–268.
3.
Vecchio, F. J.(1989). “Nonlinear finite element analysis of reinforced concrete membranes.”ACI Struct. J., 86(1), 26–35.
4.
Vecchio, F. J., and Collins, M. P.(1993). “Compression response of cracked reinforced concrete.”J. Struct. Engrg., 119(12), 3590–3610.
5.
Vecchio, F. J., Collins, M. P., and Aspiotis, J. (1994). “High strength concrete elements subjected to shear.”ACI Struct. J., 91(4), 423– 433.
Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 122 • Issue 9 • September 1996
Pages: 1123 - 1124
Copyright
Copyright © 1996 American Society of Civil Engineers.
History
Published online: Sep 1, 1996
Published in print: Sep 1996
Permissions
Request permissions for this article.
Authors
Affiliations
F. J. Vecchio
Prof., Dept. of Civ. Engrg., Univ. of Toronto, Toronto, Ontario, M5S 1A4, Canada.
M. P. Collins
Prof., Dept. of Civ. Engrg., Univ. of Toronto, Toronto, Ontario, M5S 1A4, Canada.
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.
Cited by
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.