VSE knjižnice (vzajemna bibliografsko-kataložna baza podatkov COBIB.SI)
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  • In-plane seismic behaviour of ashlar three-leaf stone masonry walls : verifying performance limits
    Kržan, Meta ; Bosiljkov, Vlatko
    In light of the forthcoming second generation Eurocodes (EC), the results of conducted systematic in-plane cyclic and compressive tests on three-leaf stone masonry walls are discussed following new ... requirements and provisions. The new proposal for EC8-3 for existing buildings is based on partial factors safety approach, though it considers different uncertainties in defining input parameters for effective seismic performance-based assessment. Prior to its application, massive calibration effort will be needed since there is no standardized method for shear testing of masonry walls. In this paper, the performance limit states damage, resistance, and displacement capacities from conducted test results were evaluated and assessed through comparison with analytical solutions and imposed limit values, as stated in existing codes. The test results provide a much higher deformation capacity than the limits provided in both existing and new proposal of EC8-3 as well as those in the ASCE code provisions. The reason for this lies in the soft, "ductile" mortar for which the presumed resistance according to code provisions should be significantly higher when considering good quality ashlar three-leaf stone masonry.
    Vir: International journal of architectural heritage : conservation, analysis and restoration. - ISSN 1558-3058 (Vol. 17, iss. 5, 2023, str. 693-706)
    Vrsta gradiva - članek, sestavni del ; neleposlovje za odrasle
    Leto - 2023
    Jezik - angleški
    COBISS.SI-ID - 76435971

    Povezava(-e):

    https://www.tandfonline.com/doi/full/10.1080/15583058.2021.1963504
    DiRROS - Digitalni repozitorij raziskovalnih organizacij Slovenije
    Repozitorij Univerze v Ljubljani – RUL
    DOI

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