Your browser does not allow JavaScript!
JavaScript is necessary for the proper functioning of this website. Please enable JavaScript or use a modern browser.
Open Science Slovenia
Open Science
DiKUL
slv
|
eng
Search
Browse
New in RUL
About RUL
In numbers
Help
Sign in
Shake table test of RC walls' coupling provided by slabs
ID
Isaković, Tatjana
(
Author
),
ID
Gams, Matija
(
Author
),
ID
Janevski, Antonio
(
Author
),
ID
Rakicevic, Zoran
(
Author
),
ID
Bogdanović, Aleksandra
(
Author
),
ID
Jekić, Goran
(
Author
),
ID
Kolozvari, Kristijan
(
Author
),
ID
Wallace, John W.
(
Author
),
ID
Fischinger, Matej
(
Author
)
PDF - Presentation file,
Download
(914,84 KB)
MD5: D7A3A41BF14A9E848C295E2154F27E23
URL - Source URL, Visit
https://scindeks.ceon.rs/Article.aspx?artid=2217-81392104225I
Image galllery
Abstract
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.
Language:
English
Work type:
Article
Typology:
1.01 - Original Scientific Article
Organization:
FGG - Faculty of Civil and Geodetic Engineering
Publication status:
Published
Publication version:
Version of Record
Year:
2021
Number of pages:
Str. 225-234
Numbering:
br. 4, God. 64
PID:
20.500.12556/RUL-135496
UDC:
624.042.7
ISSN on article:
2217-8139
DOI:
10.5937/GRMK2104225I
COBISS.SI-ID:
92543235
Publication date in RUL:
16.03.2022
Views:
812
Downloads:
124
Metadata:
Cite this work
Plain text
BibTeX
EndNote XML
EndNote/Refer
RIS
ABNT
ACM Ref
AMA
APA
Chicago 17th Author-Date
Harvard
IEEE
ISO 690
MLA
Vancouver
:
Copy citation
Share:
Record is a part of a journal
Title:
Građevinski materijali i konstrukcije. časopis za istraživanja u oblasti materijala i konstrukcija
Publisher:
Society for Materials and Structures Testing of Serbia, = Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije
ISSN:
2217-8139
COBISS.SI-ID:
188695820
Secondary language
Language:
Slovenian
Keywords:
gradbeništvo
,
potresno inženirstvo
,
armirano betonske stene
Similar documents
Similar works from RUL:
Similar works from other Slovenian collections:
Back