Probabilistic reliability analysis of a continuous reinforced concrete frame using the SBRA method
1.
SYSNO ASEP
0330567
Druh ASEP
C - Konferenční příspěvek (mezinárodní konf.)
Zařazení RIV
D - Článek ve sborníku
Název
Probabilistic reliability analysis of a continuous reinforced concrete frame using the SBRA method
Tvůrce(i)
Pustka, D. (CZ) Čajka, R. (CZ) Marek, Pavel (UTAM-F)
Celkový počet autorů
3
Zdroj.dok.
Proceedings of the tenth international conference on structural safety and reliability (ICOSSAR 2009). - Leiden,Netherlands : CRC Press/Balkema, 2009 / Furuta H. ; Frangopol D.M. ; Shinozuka M.
- ISBN 978-0-415-47557-0
Rozsah stran
s. 608-613
Poč.str.
6 s.
Forma vydání
cd-rom - cd-rom
Akce
International conference on structural safety and reliability (ICOSSAR 2009) /10/
Datum konání
13.09.2009-17.09.2009
Místo konání
Osaka
Země
JP - Japonsko
Typ akce
WRD
Jazyk dok.
eng - angličtina
Země vyd.
NL - Nizozemsko
Klíč. slova
reinforced concrete ; SBRA method ; probability
Vědní obor RIV
JM - Inženýrské stavitelství
CEP
GA103/07/0557 GA ČR - Grantová agentura ČR
CEZ
AV0Z20710524 - UTAM-F (2005-2011)
Anotace
Modern reinforced concrete structural systems, formed by various slender members are used more frequently than ever; Effects of external forces on these structures are significantly dependent on their deformations. Reliability assessment of these structures should be based on equilibrium of internal and external forces action on deformed structures; rapidly growing potential of computer technology allows utilize fully probabilistic methods of reliability assessment of structures. Subject of this paper is study demonstrating probabilistic reliability analysis of a continuous reinforced concrete frame exposed to random variable loads.
