20.500.12556/RUL-133047 Compression and in-plane seismic behaviour of ashlar three-leaf stone masonry walls 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. boundary conditions compression tests damage states drift limits failure mechanisms historical masonry in-plane shear tests mechanical properties multi-leaf stone masonry robni pogoji tlačne preiskave stanja poškodovanosti mejna stanja pomikov porušni mehanizmi zgodovinska zidovina strižne preiskave v ravnini mehanske lastnosti večslojna kamnita zidovina true false true Angleški jezik Slovenski jezik Znanstveno delo 2021-11-09 11:51:18 2021-11-09 11:51:22 2022-09-12 04:14:36 0000-00-00 00:00:00 2021 0 0 [17] str. št. X Letn. XX okt. 2021 0000-00-00 Zaloznikova Objavljeno NiDoloceno 2021-03-01 2021-10-07 2021-10-29 691 1558-3058 10.1080/15583058.2021.1992532 84124931 RAZ_Krzan_Meta_2021.pdf RAZ_Krzan_Meta_2021.pdf 1 26B96945F364CE6BF47CDDC66391A488 ef641ebe2e1ccb79360a80a61dc0f938f0e903ad15f0209f7bf15923837c7497 dece322d-43bf-11ec-abdb-00155dcfd717 https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=150980 https://www.tandfonline.com/doi/full/10.1080/15583058.2021.1992532 0 9cc325d5-43bf-11ec-abdb-00155dcfd717 https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=150979 Fakulteta za gradbeništvo in geodezijo 0 0 0