Chapter
May 7, 2012
Shear and Flexural Strengthening of Masonry Infill Walls with FRP for Extreme Out-of-Plane Loading
Authors: Preston Carney and John J. MyersAuthor Affiliations
Publication: Architectural Engineering 2003: Building Integration Solutions
Abstract
Two series of walls, reflecting twelve un-grouted URM walls with different strengthening schemes using FRP composite materials were tested in this study. The results of the first eight specimens are presented in this paper. The walls were subjected to uniform loading along their height using high-pressure bags where the applied pressure could be controlled and monitored through failure. FRP composites in the form of rods and laminates were used as strengthening materials. Retrofit connections were evaluated at the top and bottom using two innovative boundary connections. The tests caused a well-distributed range of damage levels. Under a pilot field study the shear capacity controlled the blast behavior of the strengthened walls, a shear retrofit connection was also studied in the two series of tests. An analytical analysis using a single degree of freedom (SDOF) approach was used to predict the behavior of masonry walls strengthened with FRP.
Get full access to this chapter
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
Copyright
© 2003 American Society of Civil Engineers.
History
Published online: May 7, 2012
Permissions
Request permissions for this article.
Authors
Affiliations
Preston Carney
GRA / MS Candidate, University of Missouri - Rolla
John J. Myers
Assistant Professor, University of Missouri - Rolla
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.