Influence of Clay Tile Brick Infill Walls on Seismic Response of Buildings

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Abstract:

Majority of buildings in Turkey and in most developing countries are made with reinforced concrete frames infilled with clay tile brick walls. Despite this, influence of these walls is not accounted for in design. Past earthquake observations have shown that the infill walls have great influence on performance of buildings. In this paper, influence of the brick infill walls on strength and stiffness of RC buildings are presented through analytical results obtained for some typical buildings. Comparison of results showed that stiffness of the walls and their capacity is greatly influenced by the infill walls. The change in the strength and stiffness has been based on ratio of the wall area to the total floor area with providing expressions to determine these.

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273-276

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August 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] METU EERC, 9 November 2011 Van Earthquake Report. METU, Ankara, Turkey, (2011).

Google Scholar

[2] Asteris, P.G., Antoniou, S.T., Sophianopoulos, D.S., Chrysostomou, C.Z. Mathematical Macromodeling of Infilled Frames: State of the Art. Journal of Structural Engineering. 137 (2011) 1508-1517.

DOI: 10.1061/(asce)st.1943-541x.0000384

Google Scholar

[3] Calvi, G.M., Bolognini, D. And Penna, A. Seismic Performance of Masonry-Infilled RC Frames – Benefits of Slight Reinforcements. Proceedings of SISMICA 2004, 60 Congresso Nacional de Sismologiae Engenharia Sismica, Portugal, (2004).

Google Scholar

[4] Holmes, M. Steel frames with brickwork and concrete infilling. ICE Proc., 19/4 (1961) 473–478.

DOI: 10.1680/iicep.1961.11305

Google Scholar

[5] Smith, B. S. Lateral stiffness of infilled frames., J. Struct. Div. 88/6 (1962) 183–199.

DOI: 10.1061/jsdeag.0000849

Google Scholar

[6] Mainstone, R. J. Supplementary note on the stiffness and strengths of infilled frames, Building Research Station, Garston, UK, (1974).

Google Scholar

[7] Hendry, A. Structural brickwork, Macmillan, London, (1981).

Google Scholar

[8] Computer and Structures, Inc., SAP 2000 Nonlinear, Version 7. 21, Structural Analysis Program, Berkeley, CA, (2000).

Google Scholar

[9] Erduran, E. Component Based Seismic Vulnerability Assessment Procedure for RC Buildings. Ph.D. Dissertation. Middle East Technical University, Ankara, Turkey, (2005).

Google Scholar