OBLAK, Maks ;KEGL, Marko ;BUTINAR, Branko . A Linear and a Nonlinear Equilibrium Equation in CAD of Structures. Strojniški vestnik - Journal of Mechanical Engineering, [S.l.], v. 39, n.1-2, p. 6-16, july 2017. ISSN 0039-2480. Available at: <https://www.sv-jme.eu/article/a-linear-and-a-nonlinear-equilibrium-equation-in-cad-of-structures/>. Date accessed: 19 dec. 2024. doi:http://dx.doi.org/.
Oblak, M., Kegl, M., & Butinar, B. (1993). A Linear and a Nonlinear Equilibrium Equation in CAD of Structures. Strojniški vestnik - Journal of Mechanical Engineering, 39(1-2), 6-16. doi:http://dx.doi.org/
@article{.,
author = {Maks Oblak and Marko Kegl and Branko Butinar},
title = {A Linear and a Nonlinear Equilibrium Equation in CAD of Structures},
journal = {Strojniški vestnik - Journal of Mechanical Engineering},
volume = {39},
number = {1-2},
year = {1993},
keywords = {linear and nonlinear euquilibrium; CAD of structures; },
abstract = {The paper discusses the introduction of a nonlinear equilibrium equation into the optimal design of structures where a linear equation has been mostly used to date. If kinematic nonlinear effects enter the equilibrium equation, difficulties can arise owing to an unstable equilibrium path of the structure. Because of that, the classic approach to optimal design becomes practically unusable. The new approach presented in this paper is based on a modified problem of optimal design and a variable load level. It is illustrated with two examples where the use of linear and nonlinear equilibrium equations is also compared.},
issn = {0039-2480}, pages = {6-16}, doi = {},
url = {https://www.sv-jme.eu/article/a-linear-and-a-nonlinear-equilibrium-equation-in-cad-of-structures/}
}
Oblak, M.,Kegl, M.,Butinar, B. 1993 July 39. A Linear and a Nonlinear Equilibrium Equation in CAD of Structures. Strojniški vestnik - Journal of Mechanical Engineering. [Online] 39:1-2
%A Oblak, Maks %A Kegl, Marko %A Butinar, Branko %D 1993 %T A Linear and a Nonlinear Equilibrium Equation in CAD of Structures %B 1993 %9 linear and nonlinear euquilibrium; CAD of structures; %! A Linear and a Nonlinear Equilibrium Equation in CAD of Structures %K linear and nonlinear euquilibrium; CAD of structures; %X The paper discusses the introduction of a nonlinear equilibrium equation into the optimal design of structures where a linear equation has been mostly used to date. If kinematic nonlinear effects enter the equilibrium equation, difficulties can arise owing to an unstable equilibrium path of the structure. Because of that, the classic approach to optimal design becomes practically unusable. The new approach presented in this paper is based on a modified problem of optimal design and a variable load level. It is illustrated with two examples where the use of linear and nonlinear equilibrium equations is also compared. %U https://www.sv-jme.eu/article/a-linear-and-a-nonlinear-equilibrium-equation-in-cad-of-structures/ %0 Journal Article %R %& 6 %P 11 %J Strojniški vestnik - Journal of Mechanical Engineering %V 39 %N 1-2 %@ 0039-2480 %8 2017-07-05 %7 2017-07-05
Oblak, Maks, Marko Kegl, & Branko Butinar. "A Linear and a Nonlinear Equilibrium Equation in CAD of Structures." Strojniški vestnik - Journal of Mechanical Engineering [Online], 39.1-2 (1993): 6-16. Web. 19 Dec. 2024
TY - JOUR AU - Oblak, Maks AU - Kegl, Marko AU - Butinar, Branko PY - 1993 TI - A Linear and a Nonlinear Equilibrium Equation in CAD of Structures JF - Strojniški vestnik - Journal of Mechanical Engineering DO - KW - linear and nonlinear euquilibrium; CAD of structures; N2 - The paper discusses the introduction of a nonlinear equilibrium equation into the optimal design of structures where a linear equation has been mostly used to date. If kinematic nonlinear effects enter the equilibrium equation, difficulties can arise owing to an unstable equilibrium path of the structure. Because of that, the classic approach to optimal design becomes practically unusable. The new approach presented in this paper is based on a modified problem of optimal design and a variable load level. It is illustrated with two examples where the use of linear and nonlinear equilibrium equations is also compared. UR - https://www.sv-jme.eu/article/a-linear-and-a-nonlinear-equilibrium-equation-in-cad-of-structures/
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author = {Oblak, M., Kegl, M., Butinar, B.},
title = {A Linear and a Nonlinear Equilibrium Equation in CAD of Structures},
journal = {Strojniški vestnik - Journal of Mechanical Engineering},
volume = {39},
number = {1-2},
year = {1993},
doi = {},
url = {https://www.sv-jme.eu/article/a-linear-and-a-nonlinear-equilibrium-equation-in-cad-of-structures/}
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TY - JOUR AU - Oblak, Maks AU - Kegl, Marko AU - Butinar, Branko PY - 2017/07/05 TI - A Linear and a Nonlinear Equilibrium Equation in CAD of Structures JF - Strojniški vestnik - Journal of Mechanical Engineering; Vol 39, No 1-2 (1993): Strojniški vestnik - Journal of Mechanical Engineering DO - KW - linear and nonlinear euquilibrium, CAD of structures, N2 - The paper discusses the introduction of a nonlinear equilibrium equation into the optimal design of structures where a linear equation has been mostly used to date. If kinematic nonlinear effects enter the equilibrium equation, difficulties can arise owing to an unstable equilibrium path of the structure. Because of that, the classic approach to optimal design becomes practically unusable. The new approach presented in this paper is based on a modified problem of optimal design and a variable load level. It is illustrated with two examples where the use of linear and nonlinear equilibrium equations is also compared. UR - https://www.sv-jme.eu/article/a-linear-and-a-nonlinear-equilibrium-equation-in-cad-of-structures/
Oblak, Maks, Kegl, Marko, AND Butinar, Branko. "A Linear and a Nonlinear Equilibrium Equation in CAD of Structures" Strojniški vestnik - Journal of Mechanical Engineering [Online], Volume 39 Number 1-2 (05 July 2017)
Strojniški vestnik - Journal of Mechanical Engineering 39(1993)1-2, 6-16
© The Authors, CC-BY 4.0 Int. Change in copyright policy from 2022, Jan 1st.
The paper discusses the introduction of a nonlinear equilibrium equation into the optimal design of structures where a linear equation has been mostly used to date. If kinematic nonlinear effects enter the equilibrium equation, difficulties can arise owing to an unstable equilibrium path of the structure. Because of that, the classic approach to optimal design becomes practically unusable. The new approach presented in this paper is based on a modified problem of optimal design and a variable load level. It is illustrated with two examples where the use of linear and nonlinear equilibrium equations is also compared.