Safety assessment of a steel frame using LRFD and SBRA methods
1.
SYSNO ASEP
0339162
Druh ASEP
J - Článek v odborném periodiku
Zařazení RIV
J - Článek v odborném periodiku
Poddruh J
Článek ve SCOPUS
Název
Safety assessment of a steel frame using LRFD and SBRA methods
Tvůrce(i)
Václavek, L. (CZ) Chen, I.H. (US) Marek, Pavel (UTAM-F)
Celkový počet autorů
3
Zdroj.dok.
Practice Periodical on Structural Design and Construction
- ISSN 1084-0680
Roč. 15, č. 1 (2010), s. 63-72
Poč.str.
10 s.
Jazyk dok.
eng - angličtina
Země vyd.
US - Spojené státy americké
Klíč. slova
structural reliability ; probabilistic reliability assessment, ; Monte Carlo method
Vědní obor RIV
JM - Inženýrské stavitelství
CEP
GA103/07/0557 GA ČR - Grantová agentura ČR
CEZ
AV0Z20710524 - UTAM-F (2005-2011)
EID SCOPUS
75649085335
Anotace
Powerful computers on each designer's desk, improvements in simulation technique, and advances in the reliability assessment theory make it possible to consider a transition from prescriptive concepts, such as partial factor design (PFD), to fully probabilistic concepts applicable in design practice, such as the feasible simulation-based reliability assessment (SBRA) method. Using a pilot example, the main differences between the PFD assessment procedure and SBRA procedure are demonstrated and described.