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Shake table test of RC walls' coupling provided by slabs
ID
Isaković, Tatjana
(
Avtor
),
ID
Gams, Matija
(
Avtor
),
ID
Janevski, Antonio
(
Avtor
),
ID
Rakicevic, Zoran
(
Avtor
),
ID
Bogdanović, Aleksandra
(
Avtor
),
ID
Jekić, Goran
(
Avtor
),
ID
Kolozvari, Kristijan
(
Avtor
),
ID
Wallace, John W.
(
Avtor
),
ID
Fischinger, Matej
(
Avtor
)
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https://scindeks.ceon.rs/Article.aspx?artid=2217-81392104225I
Galerija slik
Izvleček
When designed to the seismic load effects, reinforced concrete walls connected by slabs without coupling beams are usually considered cantilever walls. Several recent studies indicated that slabs themselves could provide strong coupling in some cases, and the walls could respond differently from cantilever walls. To study the slab-to-wall piers interaction, a shake table test of the half-scale three-story specimen was conducted within HORIZON 2020 SERA-TA project. The specimen consisted of four rectangular walls linked by three slabs. It was subjected to a series of seismic excitations of increasing intensity. In the last three tests, the nonlinear response of the slabs and wall piers was observed. At the strong seismic excitations, one pier was subjected to strong tensile, while the adjacent pier was subjected to strong compression forces. The crack pattern of piers was asymmetric and different from the cross-shaped damage pattern, typical for cantilever walls. The coupling of wall piers provided by slabs was considerably stronger than it was expected. The share of the overturning moment resisted by the frame action induced by the slabs was more than 50%. All slabs were fully activated and significantly damaged. Their damage was primarily flexural. The effective width of slabs was equal to their total width.
Jezik:
Angleški jezik
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:
2021
Št. strani:
Str. 225-234
Številčenje:
br. 4, God. 64
PID:
20.500.12556/RUL-135496
UDK:
624.042.7
ISSN pri članku:
2217-8139
DOI:
10.5937/GRMK2104225I
COBISS.SI-ID:
92543235
Datum objave v RUL:
16.03.2022
Število ogledov:
807
Število prenosov:
124
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Objavi na:
Gradivo je del revije
Naslov:
Građevinski materijali i konstrukcije. časopis za istraživanja u oblasti materijala i konstrukcija
Založnik:
Society for Materials and Structures Testing of Serbia, = Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije
ISSN:
2217-8139
COBISS.SI-ID:
188695820
Sekundarni jezik
Jezik:
Slovenski jezik
Ključne besede:
gradbeništvo
,
potresno inženirstvo
,
armirano betonske stene
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