In-plane behaviour of a three-storey masonry infilled RC frame

L. Koutas, S. N. Bousias, Thanasis Triantafillou

    Research output: Chapter in Book/Report/Conference proceedingConference contribution

    Abstract

    Past research and practice has shown that masonry infilling of non-seismically designed reinforced concrete frames is a decisive parameter for their seismic response and more so during the early stages of deformation. It seems, therefore, that there would be much to gain if strength and deformation capacity of masonry infilling could be enhanced, modifying its character towards that of a structural element than the current non-structural one. To that end, a research effort, part of which is reported in this paper, was undertaken investigating the possibility of converting masonry infilling to a reliable structural element employing innovative composite materials. A three-storey, RC plane frame - representing a scaled portion of a prototype existing structure - was constructed and infilled with masonry to serve as control specimen. The structure, tested under cyclic lateral loading up to failure, showed a stable response at the early stages of loading, with early cracking in masonry which accelerated during the subsequent loading cycles up to the initiation of shear cracking at the top end of one of the ground floor columns. Test results support the possibility of developing an alternative route for strengthening masonry-infilled frames: that of turning the infill to an actual structural element. This may be accomplished through the enhancement of strength and deformation capacity of the infills via suitably anchored, externally-bonded reinforcement and the provision of appropriate measures to guarantee relative monolithicity at frame-infill interface, provided that steps to exclude damage in the surrounding frame members (mainly the columns) are taken in advance.

    Original languageEnglish (US)
    Title of host publication4th International fib Congress 2014
    Subtitle of host publicationImproving Performance of Concrete Structures, FIB 2014 - Proceedings
    PublisherUniversities Press (India) Private Limited
    Pages119-121
    Number of pages3
    ISBN (Electronic)9788173719196
    Publication statusPublished - Jan 1 2014
    Event4th International fib Congress, FIB 2014 - Powai, Mumbai, India
    Duration: Feb 10 2014Feb 14 2014

    Other

    Other4th International fib Congress, FIB 2014
    CountryIndia
    CityPowai, Mumbai
    Period2/10/142/14/14

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    Keywords

    • Cyclic tests
    • Infilled frames
    • Seismic strengthening
    • Textile reinforced mortar

    ASJC Scopus subject areas

    • Civil and Structural Engineering
    • Building and Construction

    Cite this

    Koutas, L., Bousias, S. N., & Triantafillou, T. (2014). In-plane behaviour of a three-storey masonry infilled RC frame. In 4th International fib Congress 2014: Improving Performance of Concrete Structures, FIB 2014 - Proceedings (pp. 119-121). Universities Press (India) Private Limited.