Multilevel optimization of grillages

The mathematical models and solution algorithms for optimization of grillage-type foundations are presented. Optimization of grillage is based on optimization of separate beams comprising grillage. Minimising of maximum in absolute value vertical reactive force, bending moment, and reaction-bending...

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Main Authors: Rimantas Belevičius, Saulius Valentinavičius, Edvard Michnevič
Format: Article
Language:English
Published: Vilnius Gediminas Technical University 2002-06-01
Series:Journal of Civil Engineering and Management
Subjects:
Online Access:http://journals.vgtu.lt/index.php/JCEM/article/view/9105
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spelling doaj-de71063bccab48dca1caa677f69734dc2021-07-02T03:06:16ZengVilnius Gediminas Technical UniversityJournal of Civil Engineering and Management1392-37301822-36052002-06-018210.3846/13923730.2002.10531259Multilevel optimization of grillagesRimantas Belevičius0Saulius Valentinavičius1Edvard Michnevič2Dept of Engineering MechanicsDept of Information Technologies , Vilnius Gediminas Technical University , Saulėtekio al. 11, LT-2040 , Vilnius , LithuaniaDept of Engineering Mechanics The mathematical models and solution algorithms for optimization of grillage-type foundations are presented. Optimization of grillage is based on optimization of separate beams comprising grillage. Minimising of maximum in absolute value vertical reactive force, bending moment, and reaction-bending moment together is sought in a separate beam. All these problems are non-linear, therefore are solved iteratively changing in each iteration the structure shape to a better neighbouring shape. Solution of this requires three steps: finite element analysis, analytical sensitivity analysis, and optimal re-design via linear mathematical programming. The main problem related to the proposed technique is to guarantee the global minimum solution. Engineering algorithm is suggested for avoidance of local minimum solutions: optimization procedure starts from quasi-optimal initial pile placement scheme, which is designed by a special expert system. Frist Published Online: 30 Jul 2012 http://journals.vgtu.lt/index.php/JCEM/article/view/9105grillagessupport reactionsbending momentsmultilevel optimizationfinite element methodanalytical sensitivity analysis
collection DOAJ
language English
format Article
sources DOAJ
author Rimantas Belevičius
Saulius Valentinavičius
Edvard Michnevič
spellingShingle Rimantas Belevičius
Saulius Valentinavičius
Edvard Michnevič
Multilevel optimization of grillages
Journal of Civil Engineering and Management
grillages
support reactions
bending moments
multilevel optimization
finite element method
analytical sensitivity analysis
author_facet Rimantas Belevičius
Saulius Valentinavičius
Edvard Michnevič
author_sort Rimantas Belevičius
title Multilevel optimization of grillages
title_short Multilevel optimization of grillages
title_full Multilevel optimization of grillages
title_fullStr Multilevel optimization of grillages
title_full_unstemmed Multilevel optimization of grillages
title_sort multilevel optimization of grillages
publisher Vilnius Gediminas Technical University
series Journal of Civil Engineering and Management
issn 1392-3730
1822-3605
publishDate 2002-06-01
description The mathematical models and solution algorithms for optimization of grillage-type foundations are presented. Optimization of grillage is based on optimization of separate beams comprising grillage. Minimising of maximum in absolute value vertical reactive force, bending moment, and reaction-bending moment together is sought in a separate beam. All these problems are non-linear, therefore are solved iteratively changing in each iteration the structure shape to a better neighbouring shape. Solution of this requires three steps: finite element analysis, analytical sensitivity analysis, and optimal re-design via linear mathematical programming. The main problem related to the proposed technique is to guarantee the global minimum solution. Engineering algorithm is suggested for avoidance of local minimum solutions: optimization procedure starts from quasi-optimal initial pile placement scheme, which is designed by a special expert system. Frist Published Online: 30 Jul 2012
topic grillages
support reactions
bending moments
multilevel optimization
finite element method
analytical sensitivity analysis
url http://journals.vgtu.lt/index.php/JCEM/article/view/9105
work_keys_str_mv AT rimantasbelevicius multileveloptimizationofgrillages
AT sauliusvalentinavicius multileveloptimizationofgrillages
AT edvardmichnevic multileveloptimizationofgrillages
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