Probabilistic reliability analysis of a continuous reinforced concrete frame using the SBRA method
1.
SYSNO ASEP
0330567
Document Type
C - Proceedings Paper (int. conf.)
R&D Document Type
Conference Paper
Title
Probabilistic reliability analysis of a continuous reinforced concrete frame using the SBRA method
Author(s)
Pustka, D. (CZ) Čajka, R. (CZ) Marek, Pavel (UTAM-F)
Number of authors
3
Source Title
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
Pages
s. 608-613
Number of pages
6 s.
Publication form
cd-rom - cd-rom
Action
International conference on structural safety and reliability (ICOSSAR 2009) /10/
Event date
13.09.2009-17.09.2009
VEvent location
Osaka
Country
JP - Japan
Event type
WRD
Language
eng - English
Country
NL - Netherlands
Keywords
reinforced concrete ; SBRA method ; probability
Subject RIV
JM - Building Engineering
R&D Projects
GA103/07/0557 GA ČR - Czech Science Foundation (CSF)
CEZ
AV0Z20710524 - UTAM-F (2005-2011)
Annotation
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.
