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In-plane seismic behaviour of ashlar three-leaf stone masonry walls : verifying performance limits
ID
Kržan, Meta
(
Avtor
),
ID
Bosiljkov, Vlatko
(
Avtor
)
PDF - Predstavitvena datoteka,
prenos
(4,03 MB)
MD5: FF3CF6CE75AAEAEE32C4B3EF3E568222
URL - Izvorni URL, za dostop obiščite
https://www.tandfonline.com/doi/full/10.1080/15583058.2021.1963504
Galerija slik
Izvleček
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.
Jezik:
Angleški jezik
Ključne besede:
historical masonry
,
multi-leaf stone masonry
,
mechanical properties
,
compression tests
,
in-plane shear tests
,
failure mechanisms
,
drift limits
,
boundary conditions
,
analytical formulations
,
code provisions
,
model error
,
performance limits
,
proposals for new Eurocodes
,
seismic performance
Vrsta gradiva:
Članek v reviji
Tipologija:
1.01 - Izvirni znanstveni članek
Organizacija:
FGG - Fakulteta za gradbeništvo in geodezijo
Status publikacije:
Objavljeno
Različica publikacije:
Objavljena publikacija
Leto izida:
2023
Št. strani:
Str. 693-706
Številčenje:
Vol. 17, no. 5
PID:
20.500.12556/RUL-146032
UDK:
624
ISSN pri članku:
1558-3058
DOI:
10.1080/15583058.2021.1963504
COBISS.SI-ID:
76435971
Datum objave v RUL:
18.05.2023
Število ogledov:
575
Število prenosov:
97
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Objavi na:
Gradivo je del revije
Naslov:
International journal of architectural heritage : conservation, analysis and restoration
Skrajšan naslov:
Int. j. archit. herit.
Založnik:
Taylor & Francis
ISSN:
1558-3058
COBISS.SI-ID:
233192448
Licence
Licenca:
CC BY-NC-ND 4.0, Creative Commons Priznanje avtorstva-Nekomercialno-Brez predelav 4.0 Mednarodna
Povezava:
http://creativecommons.org/licenses/by-nc-nd/4.0/deed.sl
Opis:
Najbolj omejujoča licenca Creative Commons. Uporabniki lahko prenesejo in delijo delo v nekomercialne namene in ga ne smejo uporabiti za nobene druge namene.
Projekti
Financer:
EC - European Commission
Program financ.:
FP7
Številka projekta:
244229
Naslov:
Performance-based approach to the earthquake protection of cultural heritage in European and Mediterranean countries
Akronim:
PERPETUATE
Financer:
ARRS - Agencija za raziskovalno dejavnost Republike Slovenije
Številka projekta:
P2-0185
Naslov:
Potresno inženirstvo
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