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Evaluating state-of-the-art models for the seismic response of RC core walls with torsion
ID
Hoult, Ryan
(
Avtor
),
ID
Janevski, Antonio
(
Avtor
),
ID
Orgnoni, Andrea
(
Avtor
),
ID
Isaković, Tatjana
(
Avtor
),
ID
Pinho, Rui
(
Avtor
),
ID
Pacheco de Almeida, Joao
(
Avtor
)
PDF - Predstavitvena datoteka,
prenos
(4,60 MB)
MD5: 1E20CC05B5C6EA337ACDB31012C0698E
URL - Izvorni URL, za dostop obiščite
https://www.mdpi.com/2075-5309/16/11/2141
Galerija slik
Izvleček
Reinforced concrete core walls serve as the primary lateral load-resisting system in mid- and high-rise buildings, providing stability against wind and earthquake forces. Many of these walls feature non-planar cross-sections that lead to complex deformation modes, which require discretizing the wall segments for accurate numerical simulation. This paper investigates the dynamic response of U-shaped RC core walls using state-of-the-practice micro- and macroscopic modeling techniques, namely: Three-dimensional solid elements, nonlinear Beam-Truss Models, the force–displacement version of the Multiple-Vertical-Line-Element-Model, and the Applied Element Method. These models are validated against newly obtained large-scale shake table test data, assessing both global and local structural responses. Key parameters, including displacements, shear forces, rotations, torque, strain distributions, and shear deformations, are analyzed to refine numerical modeling approaches. Findings highlight some of the limitations of the different modeling approaches and provide best-practice recommendations for engineers to improve predictive accuracy. This study advances the understanding of non-planar RC wall behavior, aiding in the development of more reliable seismic design methodologies.
Jezik:
Angleški jezik
Ključne besede:
concrete
,
seismic modeling
,
earthquake
,
torque
,
rotation
,
strains
,
drift
,
walls
,
numerical simulation
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:
2026
Št. strani:
27 str.
Številčenje:
Vol. 16, issue 11, art. 2141
PID:
20.500.12556/RUL-183011
UDK:
699.841
ISSN pri članku:
2075-5309
DOI:
10.3390/buildings16112141
COBISS.SI-ID:
279973123
Datum objave v RUL:
01.06.2026
Število ogledov:
230
Število prenosov:
181
Metapodatki:
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Objavi na:
Gradivo je del revije
Naslov:
Buildings
Skrajšan naslov:
Buildings
Založnik:
Molecular Diversity Preservation International
ISSN:
2075-5309
COBISS.SI-ID:
1024478292
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:
beton
,
seizmično modeliranje
,
potres
,
torzija
,
rotacija
,
deformacije
,
zamik
,
stene
,
numerične simualcije
Projekti
Financer:
EC - European Commission
Številka projekta:
101058684
Naslov:
Engineering Research Infrastructures for European Synergies
Akronim:
ERIES
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