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Shake table testing of masonry-infilled rc frames with flexible joints for seismic-resilient structural performance
ID
Tubaldi, Enrico
(
Avtor
),
ID
Manojlovski, Filip
(
Avtor
),
ID
Bogdanovic, Aleksandra
(
Avtor
),
ID
Rakicevic, Zoran
(
Avtor
),
ID
Bojadjieva, Julijana
(
Avtor
),
ID
Šešov, Vlatko
(
Avtor
),
ID
Marinković, Marko
(
Avtor
),
ID
Bošković, Matija
(
Avtor
),
ID
Butenweg, Christoph
(
Avtor
),
ID
Gams, Matija
(
Avtor
),
ID
Krtinić, Nemanja
(
Avtor
), et al.
PDF - Predstavitvena datoteka,
prenos
(11,70 MB)
MD5: C5E0E310B5EAE7BAAE2181AB165EF41F
URL - Izvorni URL, za dostop obiščite
https://link.springer.com/chapter/10.1007/978-3-031-98893-6_15
Galerija slik
Izvleček
Masonry infills are critical components of reinforced concrete (RC) frame structures that often sustain significant damage, even during moderate earthquakes. Rubber joints have emerged as a promising solution to enhance their performance. However, further experimental and numerical investigations are required to assess their effectiveness under realistic seismic loading conditions. To address this gap, the H2020 EU-funded FLEJOI project (FLExible JOInts for seismic-resilient design of masonry-infilled RC frames) was conducted within the ERIES framework. As part of this initiative, two identical RC brick-infilled prototypes were constructed at the Dynamic Testing Laboratory of IZIIS in North Macedonia, each incorporating a distinct rubber joint system. One system was designed to reduce the infill stiffness while introducing damping capabilities, whereas the other aimed to fully decouple the infills from the frame. The prototypes underwent a series of shaking table tests to evaluate their seismic performance. A comprehensive set of sensors was installed to monitor key parameters influencing the seismic response of the structures, infills, and joints. This paper presents an overview of the experimental testing campaign and the data generated. These data will support the calibration and validation of numerical models and serve as a foundation for further studies on the seismic performance of RC frames with masonry infills and rubber joint systems.
Jezik:
Angleški jezik
Ključne besede:
shake table tests
,
masonry infills
,
rubber joints
,
RC frame
Vrsta gradiva:
Članek v reviji
Tipologija:
1.08 - Objavljeni znanstveni prispevek na konferenci
Organizacija:
FGG - Fakulteta za gradbeništvo in geodezijo
Status publikacije:
Objavljeno
Različica publikacije:
Objavljena publikacija
Leto izida:
2025
Št. strani:
Str. 144–158
PID:
20.500.12556/RUL-171132
UDK:
624.07:624.012.45
DOI:
10.1007/978-3-031-98893-6_15
COBISS.SI-ID:
245125379
Datum objave v RUL:
07.08.2025
Število ogledov:
244
Število prenosov:
51
Metapodatki:
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:
Kopiraj citat
Objavi na:
Gradivo je del monografije
Naslov:
Engineering research infrastructures for European synergies : proceedings of ERIES-IW2025
Uredniki:
Gerard O`Reilly, Gian Michele Calvi
Kraj izida:
Cham
Založnik:
Springer
Leto izida:
2025
ISBN:
978-3-031-98893-6
COBISS.SI-ID:
245115139
Naslov zbirke:
Lecture notes in civil engineering (Online)
Številčenje v zbirki:
ǂvol. ǂ718
ISSN zbirke:
2366-2565
Licence
Licenca:
CC BY 4.0, Creative Commons Priznanje avtorstva 4.0 Mednarodna
Povezava:
http://creativecommons.org/licenses/by/4.0/deed.sl
Opis:
To je standardna licenca Creative Commons, ki daje uporabnikom največ možnosti za nadaljnjo uporabo dela, pri čemer morajo navesti avtorja.
Sekundarni jezik
Jezik:
Slovenski jezik
Ključne besede:
preizkusi na potresni mizi
,
zidana polnila
,
gumijasti spoji
,
AB okvir
Projekti
Financer:
EC - European Commission
Številka projekta:
101058684
Naslov:
Engineering Research Infrastructures for European Synergies
Akronim:
ERIES
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