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Analysis of interaction between reinforced concrete walls and slabs tested on a shaking table
ID
Isaković, Tatjana
(
Author
),
ID
Janevski, Antonio
(
Author
)
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MD5: 7213F576C6439243EB5DB2DB3554704D
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https://link.springer.com/article/10.1007/s10518-024-01862-8
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Abstract
An analysis of the interaction between reinforced concrete walls and slabs tested on the shaking table was performed. The tested structure consisted of four walls connected by three slabs without coupling beams. Although these walls would be typically considered cantilever walls, significant coupling was observed, resulting in considerably different response mechanisms than those observed for typical cantilever walls. As observed in past earthquakes, these unexpected response mechanisms can cause walls' brittle failure. Numerical analyses were performed to study the critical parameters causing the observed response. The response was primarily influenced by the considerable slabs' effective width (EW), significantly affecting the walls' and slabs' strength ratio. Owing to the large EW, the slabs' strength was threefold larger than the standard value typically considered in the design. The slabs provided considerable coupling (CL) of walls, significantly increasing the total stiffness and the total base shear (BS) of the structure compared to standard cantilever walls. Owing to the increased BS and redistribution of the demand between wall piers caused by large CL, the maximum shear forces in the piers were more than doubled than that observed in the cantilever walls. The compression axial forces in piers were also considerably increased, causing the buckling of the longitudinal reinforcement.
Language:
English
Keywords:
engineering structures
,
earthquake engineering
,
slab-to-wall interaction
,
shaking table test
,
reinforced concrete cantilever walls
,
reinforced concrete coupled walls
,
coupling level
,
frame action
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:
2026
Number of pages:
Str. 433–460
Numbering:
Vol. 24, iss. 1
PID:
20.500.12556/RUL-177810
UDC:
624.042.7
ISSN on article:
1570-761X
DOI:
10.1007/s10518-024-01862-8
COBISS.SI-ID:
183732227
Publication date in RUL:
08.01.2026
Views:
474
Downloads:
326
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Record is a part of a journal
Title:
Bulletin of earthquake engineering
Publisher:
Springer Nature
ISSN:
1570-761X
COBISS.SI-ID:
897639
Licences
License:
CC BY 4.0, Creative Commons Attribution 4.0 International
Link:
http://creativecommons.org/licenses/by/4.0/
Description:
This is the standard Creative Commons license that gives others maximum freedom to do what they want with the work as long as they credit the author.
Secondary language
Language:
Slovenian
Keywords:
gradbene konstrukcije
,
potresno inženirstvo
Projects
Funder:
EC - European Commission
Funding programme:
H2020
Project number:
730900
Name:
Seismology and Earthquake Engineering Research Infrastructure Alliance for Europe
Acronym:
SERA
Funder:
ARIS - Slovenian Research and Innovation Agency
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