Probabilistic analysis of steel frames allowing for imperfections and without assumption of effective lengt
1.
SYSNO ASEP
0324315
Document Type
C - Proceedings Paper (int. conf.)
R&D Document Type
Conference Paper
Title
Probabilistic analysis of steel frames allowing for imperfections and without assumption of effective lengt
Title
Pravděpodobnostní výpočet ocelového rámu přihlížející k imperfekcím při náhradě vzpěrných délek teorii druhého řádu
Author(s)
Křivý, V. (CZ) Marek, Pavel (UTAM-F)
Number of authors
2
Source Title
Proceedings of the Anual stability conference Structural stability research council. - Missouri : Structural stability research council, Missouri university of Science and Technology, 2009 / Stratman CH.
- ISBN 1-879749-76-9
Pages
s. 239-255
Number of pages
12 s.
Publication form
cd-rom - cd-rom
Action
Anual stability conference Structural stability research council
Event date
01.04.2009-04.04.2009
VEvent location
Phoenix,Arizona
Country
US - United States
Event type
WRD
Language
eng - English
Country
US - United States
Keywords
SBRA method ; probability of failure ; Monte Carlo
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 computers allow for considering a transition from current prescriptive reliability assessment methods to full probabilistic concept, such a SBRA. This method was developed last two decades by an international team. The subject of the paper is a pilot demonstration of the application of the SBRA probabilistic approach to the safety assessment of a planar steel frame with speciál attention given to its stability. All input variables are expressed by nonparametric variables, the interactions of all variables is analyzed using the Monte Carlo technique.
