Vaš brskalnik ne omogoča JavaScript!
JavaScript je nujen za pravilno delovanje teh spletnih strani. Omogočite JavaScript ali pa uporabite sodobnejši brskalnik.
Nacionalni portal odprte znanosti
Odprta znanost
DiKUL
slv
|
eng
Iskanje
Brskanje
Novo v RUL
Kaj je RUL
V številkah
Pomoč
Prijava
The reduced-degree-of-freedom model for seismic analysis of predominantly plan-symmetric reinforced concrete wall–frame building
ID
Jamšek, Aleš
(
Avtor
),
ID
Dolšek, Matjaž
(
Avtor
)
PDF - Predstavitvena datoteka,
prenos
(5,83 MB)
MD5: 67EF2C83928B1E4E7E903F5FD6070CC9
URL - Izvorni URL, za dostop obiščite
https://www.mdpi.com/2075-5309/11/8/372
Galerija slik
Izvleček
A reduced-degree-of-freedom (RDOF) model for seismic analysis of predominantly plan-symmetric reinforced concrete (RC) wall–frame buildings is introduced. The RDOF model of the wall–frame building consists of elastic beam–column elements with concentrated plasticity used for simulating cantilever walls and predominantly plan-symmetric RC frame buildings that are represented by the improved fish-bone (IFB) model. In this paper, the capability of the RDOF model is demonstrated for two frame buildings and two wall–frame buildings. The RDOF models were defined directly from the building information model. This is an advantage of RDOF models with respect to single-degree-of-freedom (SDOF) models, while the computational robustness of the RDOF models also makes them attractive for the seismic analysis of building stock. The imposed cyclic displacement analyses conducted for the investigated buildings proved that the condensation of the degrees of freedom for RDOF models was appropriate. Consequently, only minor differences were observed for maximum storey drift IDA curves, maximum storey acceleration IDA curves, and seismic fragility functions for different limit states. However, development is needed to make RDOF models appropriate for preliminary seismic performance assessment of plan-irregular buildings.
Jezik:
Angleški jezik
Ključne besede:
civil engineering
,
engineering structures
,
earthquake engineering
,
IFB model
,
reduced-degree-of-freedom (RDOF) model
,
reinforced concrete building
,
seismic analysis
,
nonlinear dynamic analysis
,
seismic fragility analysis
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:
20 str.
Številčenje:
Vol. 11, iss. 8, art. 372
PID:
20.500.12556/RUL-131841
UDK:
624.042.7
ISSN pri članku:
2075-5309
DOI:
10.3390/buildings11080372
COBISS.SI-ID:
74178051
Datum objave v RUL:
04.10.2021
Število ogledov:
1644
Število prenosov:
139
Metapodatki:
Citiraj gradivo
Navadno besedilo
BibTeX
EndNote XML
EndNote/Refer
RIS
ABNT
ACM Ref
AMA
APA
Chicago 17th Author-Date
Harvard
IEEE
ISO 690
MLA
Vancouver
:
Kopiraj citat
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.
Začetek licenciranja:
21.08.2021
Sekundarni jezik
Jezik:
Slovenski jezik
Ključne besede:
gradbeništvo
,
gradbene konstrukcije
,
potresno inženirstvo
Projekti
Financer:
ARRS - Agencija za raziskovalno dejavnost Republike Slovenije
Številka projekta:
P2-0185
Naslov:
Potresno inženirstvo
Podobna dela
Podobna dela v RUL:
Podobna dela v drugih slovenskih zbirkah:
Nazaj