Reliability analysis of statically indeterminate reinforcedconcrete frame by probabilistic method SBRA
1.
SYSNO ASEP
0210430
Document Type
C - Proceedings Paper (int. conf.)
R&D Document Type
Conference Paper
Title
Reliability analysis of statically indeterminate reinforcedconcrete frame by probabilistic method SBRA
Author(s)
Pustka, D. (CZ) Marek, Pavel (UTAM-F)
Source Title
Proceedings of Conference Reliability and Diagnostics ofTransport Structures and Means 2002, Pardubice / Menčík J.. - Pardubice : University of Pardubice, 2002
- ISBN 80-7194-464-5
Pages
s. 283-289
Number of pages
6 s.
Action
International Conference Reliability and Diagnostics of Transport Structures and Means 2002
Event date
26.09.2002-27.09.2002
VEvent location
Pardubice
Country
CZ - Czech Republic
Event type
EUR
Language
eng - English
Country
CZ - Czech Republic
Keywords
probabilistic method SBRA ; Monte Carlo simulation ; random variable quantities
Subject RIV
JM - Building Engineering
R&D Projects
GA103/01/1410 GA ČR - Czech Science Foundation (CSF)
GA105/01/0783 GA ČR - Czech Science Foundation (CSF)
Annotation
The subject of the paper is a study on probabilistic reliabilityassessment of a reinforced concrete frame using SBRA (Simulation-Basedreliability Assessment) method. The direct Monte Carlo simulationtechnique is used as a tool in order to analyse the interaction ofall input random variables expressed by non-parametric boundedhistograms.
