Abstract
The use of mesh reinforcement with mortar on existing brick infill walls of reinforced concrete (RC) frames is a recommended seismic strengthening procedure in the Turkish Seismic Code (2007). The premise of the method lies in its ease of application and success in eliminating the out-of-plane failure of existing infill walls. The performance of the mesh reinforced mortar (MRM) application was investigated by pseudo-dynamic (PsD) and cyclic testing. A three-story-three-bay 1:2 scale RC frame with hollow clay tile (HCT) infills in the middle bay was first tested using a continuous pseudo-dynamic test method for three synthetic ground motions compatible with the Düzce city center response spectrum. The test specimen was code complaint. No significant structural damage besides some cracking in the boundary columns was observed but the infill walls almost collapsed. After removing the infill walls of the central bay, a new HCT wall strengthened with MRM was built and the rehabilitated frame was retested under a second series of PsD and reversed cyclic loading schemes. This Chapter reports the findings of the experimental study by placing special emphasis on the seismic response of the code compliant test frame.
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References
Acun B, Sucuoğlu H (2006) Strengthening of masonry infill walls in reinforced concrete frames with wire mesh reinforcement. In: 8th national conference on earthquake engineering, San Francisco, paper 1852
Alcocer SM, Ruiz J, Pineda JA, Zepeda JA (1996) Retrofitting of confined masonry walls with welded wire mesh. In: 11th world conference on earthquake engineering, Acapulco, paper 1471
Altın S, Anıl Ö, Kopraman Y, Belgin Ç (2010) Strengthening masonry infill walls with reinforced plaster. Struct Build 163:331–342
Calvi GM, Bolognini D (2001) Seismic response of reinforced concrete frames infilled with masonry panels weakly reinforced. J Earthq Eng 5(2):153–185
Canbay E, Ersoy U, Tankut T (2004) A three component force transducer for reinforced concrete structural testing. Eng Struct 26:257–265
Maia NMM, Silva JMM (1997) Theoretical and experimental modal analysis. Research Studies Press/Wiley, New York
Ministry of Public Works and Settlement (2007) Specification for buildings to be constructed in seismic zones. Ankara
Molina FJ, Pegon P, Verzeletti G (1999) Time-domain identification from seismic pseudo-dynamic test results on civil engineering specimens. In: 2nd international conference on identification in engineering systems, Swansea
Paulay T, Priestly MJN (2009) Seismic design of reinforced concrete and masonry buildings. Wiley, Hoboken
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Funding provided by TUBITAK Project No: 108G034 is gratefully acknowledged.
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Ezzatfar, P., Binici, B., Kurç, Ö., Canbay, E., Sucuoğlu, H., Özcebe, G. (2014). Application of Mesh Reinforced Mortar for Performance Enhancement of Hollow Clay Tile Infill Walls. In: Ilki, A., Fardis, M. (eds) Seismic Evaluation and Rehabilitation of Structures. Geotechnical, Geological and Earthquake Engineering, vol 26. Springer, Cham. https://doi.org/10.1007/978-3-319-00458-7_10
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DOI: https://doi.org/10.1007/978-3-319-00458-7_10
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