Investigation Of Seismic Performance Of Existing Building Strengthened With Cfrp

Ali , Demir (2012) Investigation Of Seismic Performance Of Existing Building Strengthened With Cfrp. In: 3rd International Symposium on Sustainable Development, May 31 - June 01 2012, Sarajevo.

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Abstract

In this study, the seismic performance of the Merkez Efendi hospital building was determined with CFRP strengthening methods according to the Turkish Earthquake Code-2007. Firstly, the building was considered with the masonry walls and without masonry walls and the effect of the masonry walls to the performance of the building was investigated. Afterwards, the building was strengthened with CFRP plates to get the required seismic performance level. Consequently, the seismic performances of the hospital building were compared for these three cases. Keywords: Strengthening, Masonry Wall, CFRP, Seismic Performance

Item Type: Conference or Workshop Item (Paper)
Subjects: H Social Sciences > H Social Sciences (General)
Divisions: Faculty of Economics > Management Department
Depositing User: Users 173 not found.
Date Deposited: 19 Oct 2012 13:38
Last Modified: 19 Oct 2012 13:38
URI: http://eprints.ibu.edu.ba/id/eprint/1183

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