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Assessment and Strengthening of Partitions in Buildings

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Encyclopedia of Earthquake Engineering
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Synonyms

Infills; Infill walls; Masonry infills; Reinforced concrete infills

Introduction

Partitions in buildings are necessary architectural features that separate spaces in order to facilitate various functions that are required depending on the use of a building. These partitions in modern structures can be lightweight, for example, in case that they are used to subdivide office spaces, or can be heavy masonry partitions that are used mainly in reinforced concrete structures to subdivide the plan area of a building into various rooms. In the latter case, these are mostly built within the frame of the structure filling the gap, and they are therefore called infills or infill walls. Depending on the type of the material that is used to construct them, they can be called masonry infills or reinforced concrete (RC) infills.

Infill walls have attracted the attention of many researchers since the early 1950s, and much work has been undertaken to study their behavior and interaction with...

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References

  • Altin S, Anil Ö, Kara ME, Kaya M (2008) An experimental study on strengthening of masonry infilled RC frames using diagonal CFRP strips. Compos Part B Eng 39(4):680–693

    Article  Google Scholar 

  • Asteris PG, Antoniou ST, Sophianopoulos DS, Chrysostomou CZ (2011) Mathematical macromodeling of infilled frames: state of the art. J Struct Eng ASCE 137(12):1509–1517

    Article  Google Scholar 

  • Asteris PG, Cotsovos DM, Chrysostomou CZ, Mohebkhah A, Al-Chaar GK (2013) Mathematical micromodeling of infilled frames: state of the art. Eng Struct 56:1905–1921

    Article  Google Scholar 

  • Calvi GM, Bolognini D (2001) Seismic response of reinforced concrete frames infilled with weakly reinforced masonry panels. J Earthq Eng 5(2):153–185

    Google Scholar 

  • CEN (2004) Eurocode 2: design of concrete structures-part 1: general rules and rules for buildings (EN-1992-1-1), Comité Européen De Normalisation, Brussels

    Google Scholar 

  • Chrysostomou CZ (1991) Effects of degrading infill walls on the nonlinear seismic response of two-dimensional steel frames. PhD thesis, Cornell University, Ithaca

    Google Scholar 

  • Chrysostomou CZ, Asteris PG (2012) On the in-plane properties of infilled frames. Eng Struct 41:385–402

    Article  Google Scholar 

  • Chrysostomou CZ, Gergely P, Abel JF (2002) A six-strut model for nonlinear dynamic analysis of steel infilled frames. Int J Struct Stab Dyn 2(3):335–353

    Article  Google Scholar 

  • Chrysostomou CZ, PoljanÅ¡ek M, Kyriakides N, Molina J, Taucer F (2013) Pseudo-dynamic tests on a full-scale 4-storey RC frame seismically retrofitted with RC infilling. Struct Eng Int J IABSE 23(2):159–166

    Article  Google Scholar 

  • Chrysostomou CZ, Kyriakides CN, PoljanÅ¡ek M, Taucer F, Molina F (2014) Chapter 17: RC infilling of existing RC structures for seismic retrofitting. Seismic evaluation and rehabilitation of structures, geotechnical, geological and earthquake engineering, vol 26. doi:10.1007/978-3-319-00458-7_17

    Google Scholar 

  • Comité Euro-International du Béton (CEB) (1996) RC frames under earthquake loading. State of the Art Rep., Tomas Telford Services, London

    Google Scholar 

  • Crisafulli FJ, Carr AJ (2007) Proposed macro-model for the analysis of infilled frame structures. Bull N Z Soc Earthq Eng 40(2):69–77

    Google Scholar 

  • Dehghani A, Fischer G, Alahi FN (2013) Strengthening masonry infill panels using engineered cementitious composites. Mater Struct. DOI 10.1617/s11527-013-0176-4

    Google Scholar 

  • El-Dakhakhni WW (2000) Non-linear finite element modeling of concrete masonry-infilled steel frame, MSc thesis, Civil and Architectural Engineering Department, Drexel University, Philadelphia

    Google Scholar 

  • El-Dakhakhni WW (2002) Experimental and analytical seismic evaluation of concrete masonry-infilled steel frames retrofitted using GFRP laminates. PhD thesis, Drexel University

    Google Scholar 

  • El-Dakhakhni, WW, Elgaaly M, Hamid AA (2001) Finite element modeling of concrete masonry-infilled steel frame. In: 9th Canadian masonry symposium, The University of New Brunswick, Canada

    Google Scholar 

  • El-Dakhakhni WW, Elgaaly M, Hamid AA (2003) Three-strut model for concrete masonry-infilled frames. J Struct Eng ASCE 129(2):177–185

    Article  Google Scholar 

  • Fardis MN, Schetakis A, Strepelias E (2013) RC buildings retrofitted by converting frame bays into RC walls. Bull Earthq Eng 11:1541–1561

    Article  Google Scholar 

  • Ghosh AK, Amde AM (2002) Finite element analysis of infilled frames. J Struct Eng ASCE 128(7):881–889

    Article  Google Scholar 

  • Hamburger RO, Meyer JD (2006) The performance of steel-frame buildings with infill masonry walls in the 1906 San Francisco earthquake. Earthq Spectra 22(S2):S43–S67

    Article  Google Scholar 

  • Kappos AJ, Ellul F (2000) Seismic design and performance assessment of masonry infilled R/C frames. In: Proceedings of the 12th world conference on earthquake engineering, paper no 989 on CD-ROM. Auckland, New Zealand

    Google Scholar 

  • Lunn DS, Rizkalla SH (2009) Strengthening of infill masonry walls with FRP materials. J Compos Constr 15(2):206–214

    Article  Google Scholar 

  • Madan A, Reinhorn AM, Mander JB, Valles RE (1997) Modeling of masonry infill panels for structural analysis. J Struct Eng ASCE 123(10):1295–1302

    Article  Google Scholar 

  • Mehrabi AB, Shing PB (1997) Finite element modeling of masonry-infilled RC frames. J Struct Eng ASCE 123(5):604–613

    Article  Google Scholar 

  • Papanicolaou CG, Triantafillou TC, Karlos K, Papathanasiou M (2007) Textile-reinforced mortar (TRM) versus FRP as strengthening material of URM walls: in-plane cyclic loading. Mater Struct 40(10):1081–1097

    Article  Google Scholar 

  • Syrmakezis CA, Vratsanou VY (1986) Influence of infill walls to R.C. frames response. In: Proceedings of the eighth European conference on earthquake engineering, vol 3, Lisbon, pp 47–53

    Google Scholar 

  • Vales RE, Reinhorn AM, Kunnath SK, Li C, Madan A (1996) IDARC2D version 4.0-a program for the inelastic damage analysis of buildings. Technical report NCEER-96-0010, National centre for earthquake engineering research, State University of New York, Buffalo

    Google Scholar 

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Correspondence to Christis Z. Chrysostomou .

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Chrysostomou, C.Z. (2015). Assessment and Strengthening of Partitions in Buildings. In: Beer, M., Kougioumtzoglou, I.A., Patelli, E., Au, SK. (eds) Encyclopedia of Earthquake Engineering. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-35344-4_208

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