Analysis on Seismic Performance of Steel-Reinforced Concrete-Filled Circular Steel Tubular (SRCFST) Members Subjected to Post-Fire.
parameter analysis
post-fire
seismic performance
steel-reinforced concrete-filled circular steel tubular (SRCFST) members
Journal
Materials (Basel, Switzerland)
ISSN: 1996-1944
Titre abrégé: Materials (Basel)
Pays: Switzerland
ID NLM: 101555929
Informations de publication
Date de publication:
20 Mar 2022
20 Mar 2022
Historique:
received:
15
02
2022
revised:
14
03
2022
accepted:
18
03
2022
entrez:
25
3
2022
pubmed:
26
3
2022
medline:
26
3
2022
Statut:
epublish
Résumé
Steel-reinforced concrete-filled steel tubular (SRCFST) columns have a great development prospect in engineering practice due to their high load-bearing capacity, good ductility, and energy consumption capacity. This paper established the post-fire seismic analysis model of SRCFST with a circular-cased H section using the sequential coupled thermal-stress method by ABAQUS. The
Identifiants
pubmed: 35329746
pii: ma15062294
doi: 10.3390/ma15062294
pmc: PMC8950155
pii:
doi:
Types de publication
Journal Article
Langues
eng
Subventions
Organisme : the Special Funds for Research Group Construction of Water Conservancy and Hydropower En-gineering College, Gansu Agricultural University
ID : No. Gaucwky-03
Organisme : the Youth Science and Technology Foundation Program of Gansu Provincial, China
ID : Projects No. 21JR7RA851
Organisme : the Science and Technology Innovation Fund of Gansu Agricultural University
ID : GSAU-STS-2021-26
Références
Materials (Basel). 2014 Dec 08;7(12):7843-7860
pubmed: 28788279
Materials (Basel). 2021 Sep 24;14(19):
pubmed: 34639936