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ACI 440.7R
Guide for the Design and Construction of Externally Bonded Fiber-Reinforced Polymer Systems for Strengthening Unreinforced Masonry Structures
Organization:
ACI - American Concrete Institute
Year: 2010
Abstract: This guideline provides information on the selection and design of FRP systems limited to externally bonded FRP laminates and near-surface-mounted FRP bars/strips for increasing the in-plane and out-of-plane strength of existing ungrouted, grouted, or partially grouted URM walls; infill walls are not included in this guide. The guide is applicable to URM structures made of clay bricks, concrete masonry units, and natural stones using conventional types of mortar.
For masonry with significant deterioration, questionable mortar bond, and cracking and/or element displacement, traditional procedures may be required as well as FRP strengthening. The evaluation for the need to apply traditional modes of strengthening is not covered in this guide.
For masonry with significant deterioration, questionable mortar bond, and cracking and/or element displacement, traditional procedures may be required as well as FRP strengthening. The evaluation for the need to apply traditional modes of strengthening is not covered in this guide.
Subject: buildings
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| contributor author | ACI - American Concrete Institute | |
| date accessioned | 2017-09-04T17:50:08Z | |
| date available | 2017-09-04T17:50:08Z | |
| date copyright | 04/01/2010 | |
| date issued | 2010 | |
| identifier other | EVXFRCAAAAAAAAAA.pdf | |
| identifier uri | https://lib.yabesh.ir/std/handle/yse/173386 | |
| description abstract | This guideline provides information on the selection and design of FRP systems limited to externally bonded FRP laminates and near-surface-mounted FRP bars/strips for increasing the in-plane and out-of-plane strength of existing ungrouted, grouted, or partially grouted URM walls; infill walls are not included in this guide. The guide is applicable to URM structures made of clay bricks, concrete masonry units, and natural stones using conventional types of mortar. For masonry with significant deterioration, questionable mortar bond, and cracking and/or element displacement, traditional procedures may be required as well as FRP strengthening. The evaluation for the need to apply traditional modes of strengthening is not covered in this guide. | |
| language | English | |
| title | ACI 440.7R | num |
| title | Guide for the Design and Construction of Externally Bonded Fiber-Reinforced Polymer Systems for Strengthening Unreinforced Masonry Structures | en |
| type | standard | |
| page | 50 | |
| status | Active | |
| tree | ACI - American Concrete Institute:;2010 | |
| contenttype | fulltext | |
| subject keywords | buildings | |
| subject keywords | cracking | |
| subject keywords | cyclic loading | |
| subject keywords | detailing | |
| subject keywords | earthquake resistance | |
| subject keywords | fiber-reinforced polymers | |
| subject keywords | fibers | |
| subject keywords | flexure | |
| subject keywords | masonry | |
| subject keywords | shear | |
| subject keywords | structural analysis | |
| subject keywords | structural design | |
| subject keywords | unreinforced |