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Structural optimization of concrete plane frames considering the static and dynamic wind effect

Structural optimization of concrete plane frames considering the static and dynamic wind effect
Structural optimization of concrete plane frames considering the static and dynamic wind effect

This study has as its main purpose the structural optimization of plane frames in concrete, having as the objective function the minimum total weight of the structure. For this purpose, external actions, considered within the optimization process, are intended to represent accurately all effects observed in a real situation. In such manner, loads are dependent on the cross-section obtained in each optimization step, as well as the static and dynamic effects of the wind are considered for a more realistic representation. The optimization method adopted is the Teaching-Learning Based Optimization (TLBO). Thus, all proper design constraints were considered in accordance with Brazilian standards for concrete structures. From the results obtained in both situations (static and dynamic effects), it is possible to notice the difference regarding external actions, in which higher loads were obtained in higher floors, using the simplified dynamic model proposed in standards. Regarding the analysis of the structure optimization, the weight was higher when the applied forces were the result of the dynamic wind model, in which the larger cross-sections were found at the bottom of the structure. Even though this may be a well-known issue, the present work shows a quantitative study in which both effects are discussed in detail, as well as it features a methodology, based on a novel optimization method and with a straightforward implementation, that could be adapted for the analysis of more complex structures.

Brazilian standards, finite element method, structural weight, teaching-learning-based optimization
1983-4195
Cardoso, Emanuely Ugulino
5b15501c-8621-4b0b-ba0a-0b81007c276f
Rodríguez, Rene Quispe
a178bed9-728d-4512-8f47-ad45281016b9
Machado, Lucas Queiroz
333de39d-3cad-4576-99f0-6b5888cbda1e
Kunz, Felipe Faustino
acdb8139-83eb-4519-be50-705fc3473d56
Santos, Patrick Dos Santos E.
fb1d4ba4-139f-43f9-9c06-1089861cdf6e
Quispe, Alana Paula da Costa
088174a4-c346-420c-ac53-6cf8511f9a37
Cardoso, Emanuely Ugulino
5b15501c-8621-4b0b-ba0a-0b81007c276f
Rodríguez, Rene Quispe
a178bed9-728d-4512-8f47-ad45281016b9
Machado, Lucas Queiroz
333de39d-3cad-4576-99f0-6b5888cbda1e
Kunz, Felipe Faustino
acdb8139-83eb-4519-be50-705fc3473d56
Santos, Patrick Dos Santos E.
fb1d4ba4-139f-43f9-9c06-1089861cdf6e
Quispe, Alana Paula da Costa
088174a4-c346-420c-ac53-6cf8511f9a37

Cardoso, Emanuely Ugulino, Rodríguez, Rene Quispe, Machado, Lucas Queiroz, Kunz, Felipe Faustino, Santos, Patrick Dos Santos E. and Quispe, Alana Paula da Costa (2022) Structural optimization of concrete plane frames considering the static and dynamic wind effect. Revista IBRACON de Estruturas e Materiais, 15 (1), [e15109]. (doi:10.1590/S1983-41952022000100009).

Record type: Article

Abstract

This study has as its main purpose the structural optimization of plane frames in concrete, having as the objective function the minimum total weight of the structure. For this purpose, external actions, considered within the optimization process, are intended to represent accurately all effects observed in a real situation. In such manner, loads are dependent on the cross-section obtained in each optimization step, as well as the static and dynamic effects of the wind are considered for a more realistic representation. The optimization method adopted is the Teaching-Learning Based Optimization (TLBO). Thus, all proper design constraints were considered in accordance with Brazilian standards for concrete structures. From the results obtained in both situations (static and dynamic effects), it is possible to notice the difference regarding external actions, in which higher loads were obtained in higher floors, using the simplified dynamic model proposed in standards. Regarding the analysis of the structure optimization, the weight was higher when the applied forces were the result of the dynamic wind model, in which the larger cross-sections were found at the bottom of the structure. Even though this may be a well-known issue, the present work shows a quantitative study in which both effects are discussed in detail, as well as it features a methodology, based on a novel optimization method and with a straightforward implementation, that could be adapted for the analysis of more complex structures.

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More information

Accepted/In Press date: 7 June 2021
e-pub ahead of print date: 28 July 2021
Published date: 2022
Keywords: Brazilian standards, finite element method, structural weight, teaching-learning-based optimization

Identifiers

Local EPrints ID: 494880
URI: http://eprints.soton.ac.uk/id/eprint/494880
ISSN: 1983-4195
PURE UUID: cd2c7746-97f0-42df-bcc3-a814a515f476
ORCID for Lucas Queiroz Machado: ORCID iD orcid.org/0000-0002-7397-9737

Catalogue record

Date deposited: 22 Oct 2024 16:31
Last modified: 23 Oct 2024 02:06

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Contributors

Author: Emanuely Ugulino Cardoso
Author: Rene Quispe Rodríguez
Author: Lucas Queiroz Machado ORCID iD
Author: Felipe Faustino Kunz
Author: Patrick Dos Santos E. Santos
Author: Alana Paula da Costa Quispe

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