bibtype J - Journal Article
ARLID 0410542
utime 20240103182221.3
mtime 20060210235959.9
title (primary) (eng) Optimal design of trusses under a nonconvex global buckling constraint
specification
page_count 25 s.
serial
ARLID cav_un_epca*0297191
ISSN 1389-4420
title Optimization and Engineering
volume_id 1
volume 2 (2000)
page_num 189-213
publisher
name Springer
keyword truss design
keyword buckling
keyword nonconvex semidefinite programming
author (primary)
ARLID cav_un_auth*0211780
name1 Ben-Tal
name2 A.
country IL
author
ARLID cav_un_auth*0212176
name1 Jarre
name2 F.
country DE
author
ARLID cav_un_auth*0101131
name1 Kočvara
name2 Michal
institution UTIA-B
full_dept Department of Decision Making Theory
fullinstit Ústav teorie informace a automatizace AV ČR, v. v. i.
author
ARLID cav_un_auth*0212627
name1 Nemirovski
name2 A.
country IL
author
ARLID cav_un_auth*0212008
name1 Zowe
name2 J.
country DE
COSATI 12C
cas_special
project
project_id IAA1075707
agency GA AV ČR
ARLID cav_un_auth*0012793
project
project_id 03ZO7BAY
agency BMBF
country DE
research AV0Z1075907
abstract (eng) We propose a novel formulation of a truss design problem involving a constraint on the global stability of the structure due to the linear buckling phenomenon. The optimizatin problem is modelled as a nonconvex semidefinite programming problem. We propose two techniques for the numerical solution of the problem and apply them to a series of numerical examples.
RIV BA
department MTR
permalink http://hdl.handle.net/11104/0130631
ID_orig UTIA-B 20010011
arlyear 2000
mrcbU63 cav_un_epca*0297191 Optimization and Engineering 1389-4420 1573-2924 Roč. 1 č. 2 2000 189 213 Springer