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- W2352511096 abstract "This paper studied shear bearing capacity and ductility of porous brick masonry wall strengthened with CFRP and investigated its seismic behavior. Through tests for 3 specimens of porous brick masonry wall under lowcyclic loading,failure process and reinforced effects of the wall with horizontally pasted CFRP were analyzed. Shear bearing capacity,shear failure form and influences of CFRP paste on wall seismic behavior were discussed. It is found that the failure load and the shear capacity of the CFRP reinforced wall with mortar base respectively increase 3. 6%and 8. 2%,in comparison with the wall without reinforcement. And the limit deformation increases one times. For the specimen with CFRP that is directly adhered on the wall surface,the failure load and shear strength increase 16. 3% and 27. 8%,respectively,compared with no reinforcement wall. The limit deformation increases 1. 5 times. Conclusion is that the porous brick masonry wall with horizontally pasted CFRP can delay wall cracking,increase shear bearing capacity and limit deformation,strengthen the wall integrity and thus the wall seismic behavior can be improved. The reinforcement effect with CFRP adhered directly on the wall surface is significant." @default.
- W2352511096 created "2016-06-24" @default.
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- W2352511096 date "2015-01-01" @default.
- W2352511096 modified "2023-09-26" @default.
- W2352511096 title "Experimental Study on Seismic Behavior of Perforated Brick Masonry Walls Strengthened with Horizontal CFRP Sheet" @default.
- W2352511096 hasPublicationYear "2015" @default.
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