ŽULA, Tomaž ;KRAVANJA, Zdravko ;KRAVANJA, Stojan . MINLP Optimization of a Single-Storey Industrial Steel Building. Strojniški vestnik - Journal of Mechanical Engineering, [S.l.], v. 54, n.10, p. 707-724, august 2017. ISSN 0039-2480. Available at: <https://www.sv-jme.eu/article/minlp-optimization-of-a-single-storey-industrial-steel-building/>. Date accessed: 19 nov. 2024. doi:http://dx.doi.org/.
Žula, T., Kravanja, Z., & Kravanja, S. (2008). MINLP Optimization of a Single-Storey Industrial Steel Building. Strojniški vestnik - Journal of Mechanical Engineering, 54(10), 707-724. doi:http://dx.doi.org/
@article{.,
author = {Tomaž Žula and Zdravko Kravanja and Stojan Kravanja},
title = {MINLP Optimization of a Single-Storey Industrial Steel Building},
journal = {Strojniški vestnik - Journal of Mechanical Engineering},
volume = {54},
number = {10},
year = {2008},
keywords = {industrial buildings; topology optimization; sizing optimization; non-linear programming; MINLP; },
abstract = {The paper presents the topology and standard sizes optimization of a single-storey industrial steel building, made from standard hot rolled I sections. The structure consists of main portal frames, connected with purlins. The structural optimization is performed by the Mixed-Integer Non-linear programming approach (MINLP). The MINLP performs a discrete topology and standard dimension optimization simultaneously with continuous parameters. Since the discrete/continuous optimization problem of the industrial building is non-convex and highly non-linear, the Modified Outer-Approximation/Equality-Relaxation (OA/ER) algorithm has been used for the optimization. Alongside the optimum structure mass, the optimum topology with the optimum number of portal frames and purlins as well as all standard cross-section sizes have been obtained. The paper includes the theoretical basisi and a practical example with the results of the optimization.},
issn = {0039-2480}, pages = {707-724}, doi = {},
url = {https://www.sv-jme.eu/article/minlp-optimization-of-a-single-storey-industrial-steel-building/}
}
Žula, T.,Kravanja, Z.,Kravanja, S. 2008 August 54. MINLP Optimization of a Single-Storey Industrial Steel Building. Strojniški vestnik - Journal of Mechanical Engineering. [Online] 54:10
%A Žula, Tomaž %A Kravanja, Zdravko %A Kravanja, Stojan %D 2008 %T MINLP Optimization of a Single-Storey Industrial Steel Building %B 2008 %9 industrial buildings; topology optimization; sizing optimization; non-linear programming; MINLP; %! MINLP Optimization of a Single-Storey Industrial Steel Building %K industrial buildings; topology optimization; sizing optimization; non-linear programming; MINLP; %X The paper presents the topology and standard sizes optimization of a single-storey industrial steel building, made from standard hot rolled I sections. The structure consists of main portal frames, connected with purlins. The structural optimization is performed by the Mixed-Integer Non-linear programming approach (MINLP). The MINLP performs a discrete topology and standard dimension optimization simultaneously with continuous parameters. Since the discrete/continuous optimization problem of the industrial building is non-convex and highly non-linear, the Modified Outer-Approximation/Equality-Relaxation (OA/ER) algorithm has been used for the optimization. Alongside the optimum structure mass, the optimum topology with the optimum number of portal frames and purlins as well as all standard cross-section sizes have been obtained. The paper includes the theoretical basisi and a practical example with the results of the optimization. %U https://www.sv-jme.eu/article/minlp-optimization-of-a-single-storey-industrial-steel-building/ %0 Journal Article %R %& 707 %P 18 %J Strojniški vestnik - Journal of Mechanical Engineering %V 54 %N 10 %@ 0039-2480 %8 2017-08-21 %7 2017-08-21
Žula, Tomaž, Zdravko Kravanja, & Stojan Kravanja. "MINLP Optimization of a Single-Storey Industrial Steel Building." Strojniški vestnik - Journal of Mechanical Engineering [Online], 54.10 (2008): 707-724. Web. 19 Nov. 2024
TY - JOUR AU - Žula, Tomaž AU - Kravanja, Zdravko AU - Kravanja, Stojan PY - 2008 TI - MINLP Optimization of a Single-Storey Industrial Steel Building JF - Strojniški vestnik - Journal of Mechanical Engineering DO - KW - industrial buildings; topology optimization; sizing optimization; non-linear programming; MINLP; N2 - The paper presents the topology and standard sizes optimization of a single-storey industrial steel building, made from standard hot rolled I sections. The structure consists of main portal frames, connected with purlins. The structural optimization is performed by the Mixed-Integer Non-linear programming approach (MINLP). The MINLP performs a discrete topology and standard dimension optimization simultaneously with continuous parameters. Since the discrete/continuous optimization problem of the industrial building is non-convex and highly non-linear, the Modified Outer-Approximation/Equality-Relaxation (OA/ER) algorithm has been used for the optimization. Alongside the optimum structure mass, the optimum topology with the optimum number of portal frames and purlins as well as all standard cross-section sizes have been obtained. The paper includes the theoretical basisi and a practical example with the results of the optimization. UR - https://www.sv-jme.eu/article/minlp-optimization-of-a-single-storey-industrial-steel-building/
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author = {Žula, T., Kravanja, Z., Kravanja, S.},
title = {MINLP Optimization of a Single-Storey Industrial Steel Building},
journal = {Strojniški vestnik - Journal of Mechanical Engineering},
volume = {54},
number = {10},
year = {2008},
doi = {},
url = {https://www.sv-jme.eu/article/minlp-optimization-of-a-single-storey-industrial-steel-building/}
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TY - JOUR AU - Žula, Tomaž AU - Kravanja, Zdravko AU - Kravanja, Stojan PY - 2017/08/21 TI - MINLP Optimization of a Single-Storey Industrial Steel Building JF - Strojniški vestnik - Journal of Mechanical Engineering; Vol 54, No 10 (2008): Strojniški vestnik - Journal of Mechanical Engineering DO - KW - industrial buildings, topology optimization, sizing optimization, non-linear programming, MINLP, N2 - The paper presents the topology and standard sizes optimization of a single-storey industrial steel building, made from standard hot rolled I sections. The structure consists of main portal frames, connected with purlins. The structural optimization is performed by the Mixed-Integer Non-linear programming approach (MINLP). The MINLP performs a discrete topology and standard dimension optimization simultaneously with continuous parameters. Since the discrete/continuous optimization problem of the industrial building is non-convex and highly non-linear, the Modified Outer-Approximation/Equality-Relaxation (OA/ER) algorithm has been used for the optimization. Alongside the optimum structure mass, the optimum topology with the optimum number of portal frames and purlins as well as all standard cross-section sizes have been obtained. The paper includes the theoretical basisi and a practical example with the results of the optimization. UR - https://www.sv-jme.eu/article/minlp-optimization-of-a-single-storey-industrial-steel-building/
Žula, Tomaž, Kravanja, Zdravko, AND Kravanja, Stojan. "MINLP Optimization of a Single-Storey Industrial Steel Building" Strojniški vestnik - Journal of Mechanical Engineering [Online], Volume 54 Number 10 (21 August 2017)
Strojniški vestnik - Journal of Mechanical Engineering 54(2008)10, 707-724
© The Authors, CC-BY 4.0 Int. Change in copyright policy from 2022, Jan 1st.
The paper presents the topology and standard sizes optimization of a single-storey industrial steel building, made from standard hot rolled I sections. The structure consists of main portal frames, connected with purlins. The structural optimization is performed by the Mixed-Integer Non-linear programming approach (MINLP). The MINLP performs a discrete topology and standard dimension optimization simultaneously with continuous parameters. Since the discrete/continuous optimization problem of the industrial building is non-convex and highly non-linear, the Modified Outer-Approximation/Equality-Relaxation (OA/ER) algorithm has been used for the optimization. Alongside the optimum structure mass, the optimum topology with the optimum number of portal frames and purlins as well as all standard cross-section sizes have been obtained. The paper includes the theoretical basisi and a practical example with the results of the optimization.