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Determination of Computer Analysis of a Masonry and Reinforced Concrete Composite Structure
Current Issue
Volume 2, 2014
Issue 1 (February)
Pages: 11-16   |   Vol. 2, No. 1, February 2014   |   Follow on         
Paper in PDF Downloads: 16   Since Aug. 28, 2015 Views: 753   Since Aug. 28, 2015
Authors
[1]
Ali Demir , Department of Civil Engineering, Celal Bayar University, Manisa, Turkey.
[2]
Hakan Başaran , Department of Civil Engineering, Celal Bayar University, Manisa, Turkey.
[3]
Hakan Başaran , Turgutlu Vocational School, Celal Bayar University, Manisa, Turkey.
[4]
Muhiddin Bağci , Department of Civil Engineering, Celal Bayar University, Manisa, Turkey.
Abstract
Masonry and reinforced concrete structures are a large part of the existing building stock in Turkey. Performance evaluation of an existing building, structure type is important. In this study, the investigated building is composed of a system of masonry-concrete composite. This structure types are commonly constructed in Turkey. How to achieve the performance analysis of these type composite structures does not have in Turkish Earthquake Code-2007 (TEC-2007). In this study, determination of computer analysis of a masonry and reinforced concrete composite structure is aimed.
Keywords
Earthquake Safety, Composite Structure, TEC-2007
Reference
[1]
Erdem, R.T. Demir, A. Bağcı, M. (2010) A Comparative Assessment of Existing Building By Turkish Earthquake Code, ATC-40, FEMA 356, ACE2010.
[2]
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[5]
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[6]
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[8]
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[9]
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[10]
Stratford,T. Pascale,G. Manfroni,O. Bonfiglioli,B. “ Shear strengthening masonry panels with sheet glass-fiber reinforced polymer”, Journal of Composite Construction, 8(5), 434–443, 2004.
[11]
SAP2000, Integrated finite element analysis and design of structures basic analysis reference manual, Computers and Structures Inc.
[12]
TEC-2007, Specifications for buildings to be built in seismic areas, Ministry of Public Works and Settlement, 2007.
[13]
TS-500, Requirements for design and construction of reinforced concrete structures, Turkish Standards Institute, 2000.
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