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In-plane seismic behaviour of URM and confined masonry built from vertically perforated blocks and polyurethane glue
ID
Gams, Matija
(
Avtor
),
ID
Triller, Petra
(
Avtor
),
ID
Jäger, Andreas
(
Avtor
)
PDF - Predstavitvena datoteka,
prenos
(19,49 MB)
MD5: D4EA4A9A051C444BBB18A2279335AABD
URL - Izvorni URL, za dostop obiščite
https://www.sciencedirect.com/science/article/pii/S2352012423016168
Galerija slik
Izvleček
Masonry construction using vertically perforated clay blocks with large holes and polyurethane glue is a modern technology designed primarily for low thermal losses. This study aims to evaluate the in-plane seismic behaviour of masonry constructed using unreinforced masonry (URM) and confined masonry construction technology. The experimental methods consist of triplet tests on joints and cyclic shear compression tests on eight full-scale walls, six of which are URM and two of which are confined masonry. Tests on URM walls are performed at three different levels of compressive stress to analyse the effect of compressive stress on the seismic response. The effects of compressive stress on shear resistance and drift capacity are quantified and compared with results from a database. The performance of the tested walls is comparable to what is expected from modern URM walls. Two confined masonry walls were of the same dimensions as the URM walls and are evaluated at the highest compressive stress level used in tests of URM walls. The results indicate that confined masonry should be the preferred technology for seismic regions because of its higher strength, displacement capacity, ductility, and energy dissipation.
Jezik:
Angleški jezik
Ključne besede:
civil engineering
,
vertically perforated blocks
,
polyurethane glue
,
URM
,
confined masonry
,
seismic response
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:
15 str.
Številčenje:
Vol. 58, art. 105528
PID:
20.500.12556/RUL-152986
UDK:
624.04
ISSN pri članku:
2352-0124
DOI:
10.1016/j.istruc.2023.105528
COBISS.SI-ID:
172693251
Datum objave v RUL:
13.12.2023
Število ogledov:
536
Število prenosov:
59
Metapodatki:
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Objavi na:
Gradivo je del revije
Naslov:
Structures
Založnik:
Elsevier, Institution of Structural Engineers
ISSN:
2352-0124
COBISS.SI-ID:
525573145
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.
Sekundarni jezik
Jezik:
Slovenski jezik
Ključne besede:
gradbeništvo
,
opečni votlaki
,
poliuretansko lepilo
,
običajno zidovje
,
povezano zidovje
,
potresni odziv
Projekti
Financer:
ARRS - Agencija za raziskovalno dejavnost Republike Slovenije
Številka projekta:
J2-6749
Naslov:
Obnašanje večetažnih strižnih sten z odprtinami pri potresni obtežbi
Financer:
ARRS - Agencija za raziskovalno dejavnost Republike Slovenije
Številka projekta:
P2-0185
Naslov:
Potresno inženirstvo
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