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Title:
OPTIMIZACIJA NOSILCEV IN STEBROV Z MEŠANIM CELOŠTEVILSKIM NELINEARNIM PROGRAMIRANJEM
Authors:
ID
Unuk, Žiga
(Author)
ID
Kravanja, Stojan
(Mentor)
More about this mentor...
Files:
MAG_Unuk_Ziga_2014.pdf
(3,69 MB)
MD5: DDD7BB1A490F63703C7E8D840113C762
Language:
Slovenian
Work type:
Master's thesis/paper
Typology:
2.09 - Master's Thesis
Organization:
FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:
Magistrsko delo obravnava optimizacijo nosilcev in stebrov iz armiranega betona, jekla in lepljenega lameliranega lesa. Za izbrane konstrukcije so bili izračunani optimalni (najnižji) materialni stroški in izbrane optimalne dimenzije prečnih prerezov ter trdnostni razredi posameznega materiala. Izračuni so bili izvedeni za različne razpone nosilcev, različne višine stebrov in različne koristne obtežbe. Rezultati so bili med seboj primerjani. Za optimizacijo, ki je bila izvedena z mešanim celoštevilskim nelinearnim programiranjem, so bili razviti in uporabljeni optimizacijski modeli omenjenih konstrukcij, zapisani v višjem algebrajskem jeziku GAMS.
Keywords:
gradbeništvo
,
konstrukcije
,
armirani beton
,
jekleni profili
,
lepljen lameliran les
,
stroškovna optimizacija konstrukcij
,
mešano celoštevilsko nelinearno programiranje
,
MINLP
Place of publishing:
Maribor
Publisher:
[Ž. Unuk]
Year of publishing:
2014
PID:
20.500.12556/DKUM-46246
UDC:
624.012.45.04:519.8(043.2)
COBISS.SI-ID:
18578966
NUK URN:
URN:SI:UM:DK:CXXHX2RU
Publication date in DKUM:
29.09.2014
Views:
2464
Downloads:
348
Metadata:
Categories:
KTFMB - FG
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:
UNUK, Žiga, 2014,
OPTIMIZACIJA NOSILCEV IN STEBROV Z MEŠANIM CELOŠTEVILSKIM NELINEARNIM PROGRAMIRANJEM
[online]. Master’s thesis. Maribor : Ž. Unuk. [Accessed 24 March 2025]. Retrieved from: https://dk.um.si/IzpisGradiva.php?lang=eng&id=46246
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Secondary language
Language:
English
Title:
THE MIXED INTEGER NONLINEAR PROGRAMMING OPTIMIZATION OF BEAMS AND COLUMNS
Abstract:
This Master thesis deals with the optimization of beams and columns made of reinforced concrete, steel and glued laminated timber. For selected structures the optimal (minimal) material costs, optimal cross section dimensions and optimal strength classes were calculated. The calculations were performed for different spans of beams, different heights of columns and for different live loads. The results were compared. For the optimization, which was performed by the Mixed Integer Nonlinear Programming approach, optimization models of the mentioned structures were developed and applied, modelled in GAMS, a high level language.
Keywords:
civil engineering
,
structures
,
reinforced concrete
,
steel sections
,
glued laminated timber
,
cost structural optimization
,
Mixed Integer Nonlinear Programming
,
MINLP
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