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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: 1484   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]
E. Atımtay and M. Bağcı, “Depreme maruz karma sistemlerin bilgisayar modeli”, Yapı Dünyası ,63, 9-18, 2001.
[3]
Bagcı,M. Başaran, H. Demir, A, “Earthquake Safety Analysis of a Historical Masonry Building”, 1st International Conference on Architecture & Urban Design Proceedings, 2012.
[4]
A. Demir, D.D. Demir, R.T. Erdem and M. Bağcı, Torsional irregularity effects of local site classes in multiple storey structures, International Journal of Research and Reviews in Applied Sciences 4(3), 258-262, 2010.
[5]
A. Demir, E. Ercan, M. Bağcı, Soil-structure interaction of rc structures in different soils by nonlinear static and dynamic analyses, 2nd International Symposium on Computing in Science and Engineering 786-792, 2011.
[6]
Krevaikas,T.D. Triantafillou,T.C.”Computer aided strengthening of masonry walls using fibrereinforced polymer strips”, Material and Structure , 38, 93–98, 2005.
[7]
Lee, J. Pande, G. Midleton, J. Kralj, B, “Numerical modeling of brick masonry panels subject to lateral loadings”, Computer and Structure, 61(4), 735–745,1996.
[8]
Lucıano, R. Sacco, E. ,”A Damage model for masonry structures”, European Journal of Mechanics, 17(2), 285-303,1998.
[9]
Marfia, S. Sacco, E, “Modeling of reinforced masonry element”. International Journal of Solids and Structures, 38, 4177-4198, 2001.
[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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