Compression and in-plane seismic behaviour of ashlar three-leaf stone masonry walls
ID Kržan, Meta (Author), ID Bosiljkov, Vlatko (Author)

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There is a lack of knowledge regarding the parameters needed for the effective seismic performance assessment of historical stone masonry buildings. The paper presents the results of an extensive experimental campaign consisting of four compression and fifteen in-plane cyclic shear tests on three-leaf ashlar stone masonry walls and its constituents. The morphology, level of vertical load, and testing boundary conditions were systematically varied, and their influence on the load-bearing and deformation capacities, stiffness, ductility and energy dissipation was analysed. Good consolidation of the inner core enables in-plane failure mechanism of the walls to occur without decisive out-of-plane damage. The boundary conditions applied significantly influence the failure modes and large deformation capacities obtained, whereas transverse connections in the case of a shear failure mechanism do not significantly influence the overall lateral in-plane response of walls.

Keywords:boundary conditions, compression tests, damage states, drift limits, failure mechanisms, historical masonry, in-plane shear tests, mechanical properties, multi-leaf stone masonry
Work type:Scientific work (r2)
Typology:1.01 - Original Scientific Article
Organization:FGG - Faculty of Civil and Geodetic Engineering
Publication status in journal:Published
Article version:Publisher's version of article
Submitted for review:01.03.2021
Article acceptance date:07.10.2021
Publication date:29.10.2021
Number of pages:[17] str.
Numbering:Letn. XX, št. X
PID:20.500.12556/RUL-133047 This link opens in a new window
ISSN on article:1558-3058
DOI:10.1080/15583058.2021.1992532 This link opens in a new window
COBISS.SI-ID:84124931 This link opens in a new window
Publication date in RUL:09.11.2021
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Record is a part of a journal

Title:International journal of architectural heritage
Shortened title:Int. j. archit. herit.
Publisher:Taylor & Francis
COBISS.SI-ID:233192448 This link opens in a new window


License:CC BY-NC-ND 4.0, Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International
Description:The most restrictive Creative Commons license. This only allows people to download and share the work for no commercial gain and for no other purposes.
Licensing start date:29.10.2021

Secondary language

Keywords:robni pogoji, tlačne preiskave, stanja poškodovanosti, mejna stanja pomikov, porušni mehanizmi, zgodovinska zidovina, strižne preiskave v ravnini, mehanske lastnosti, večslojna kamnita zidovina


Funder:EC - European Commission
Funding programme:FP7
Project number:244229
Name:Performance-based approach to the earthquake protection of cultural heritage in European and Mediterranean countries

Funder:ARRS - Agencija za raziskovalno dejavnost Republike Slovenije
Project number:P2-0185 (B)
Name:Potresno inženirstvo

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