Assessment of buildings non-deterministic dynamic structural response when subjected to wind actions
Abstract The construction of high-rise buildings has emerged as a constructive trend worldwide, and excessive vibration problems due to wind actions are becoming increasingly frequent. The Brazilian design standard NBR 6123 recommends that the transfer of wind actions used for structural analysis be...
Ausführliche Beschreibung
Autor*in: |
Leonardo Ferreira de Miranda [verfasserIn] José Guilherme Santos da Silva [verfasserIn] |
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E-Artikel |
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Sprache: |
Englisch |
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2023 |
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In: Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON), 2017, 17(2023), 4 |
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Übergeordnetes Werk: |
volume:17 ; year:2023 ; number:4 |
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DOI / URN: |
10.1590/s1983-41952024000400007 |
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Katalog-ID: |
DOAJ091118328 |
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520 | |a Abstract The construction of high-rise buildings has emerged as a constructive trend worldwide, and excessive vibration problems due to wind actions are becoming increasingly frequent. The Brazilian design standard NBR 6123 recommends that the transfer of wind actions used for structural analysis be carried out based on the pressure coefficients along the building facades for static analyses and considers their non-deterministic dynamic behaviour through a stochastic modelling method of the wind velocity field. To present an alternative approach to this methodology, this study aims to investigate the non-deterministic dynamic structural response of a real reinforced concrete building, considering the soil-structure interaction effect, using the pressure coefficients obtained through different methodologies such as numerical simulations using Computational Fluid Dynamics (CFD), international databases, and the recommendations of the Brazilian standard NBR 6123. | ||
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10.1590/s1983-41952024000400007 doi (DE-627)DOAJ091118328 (DE-599)DOAJ334af72a6629488abe1c3f3dce8eb892 DE-627 ger DE-627 rakwb eng TH1-9745 Leonardo Ferreira de Miranda verfasserin aut Assessment of buildings non-deterministic dynamic structural response when subjected to wind actions 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract The construction of high-rise buildings has emerged as a constructive trend worldwide, and excessive vibration problems due to wind actions are becoming increasingly frequent. The Brazilian design standard NBR 6123 recommends that the transfer of wind actions used for structural analysis be carried out based on the pressure coefficients along the building facades for static analyses and considers their non-deterministic dynamic behaviour through a stochastic modelling method of the wind velocity field. To present an alternative approach to this methodology, this study aims to investigate the non-deterministic dynamic structural response of a real reinforced concrete building, considering the soil-structure interaction effect, using the pressure coefficients obtained through different methodologies such as numerical simulations using Computational Fluid Dynamics (CFD), international databases, and the recommendations of the Brazilian standard NBR 6123. high-rise buildings dynamic structural analysis human comfort assessment computational fluid dynamics numerical simulation Building construction José Guilherme Santos da Silva verfasserin aut In Revista IBRACON de Estruturas e Materiais Instituto Brasileiro do Concreto (IBRACON), 2017 17(2023), 4 (DE-627)856389242 (DE-600)2851703-9 19834195 nnns volume:17 year:2023 number:4 https://doi.org/10.1590/s1983-41952024000400007 kostenfrei https://doaj.org/article/334af72a6629488abe1c3f3dce8eb892 kostenfrei http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952024000400205&tlng=en kostenfrei https://doaj.org/toc/1983-4195 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 17 2023 4 |
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10.1590/s1983-41952024000400007 doi (DE-627)DOAJ091118328 (DE-599)DOAJ334af72a6629488abe1c3f3dce8eb892 DE-627 ger DE-627 rakwb eng TH1-9745 Leonardo Ferreira de Miranda verfasserin aut Assessment of buildings non-deterministic dynamic structural response when subjected to wind actions 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract The construction of high-rise buildings has emerged as a constructive trend worldwide, and excessive vibration problems due to wind actions are becoming increasingly frequent. The Brazilian design standard NBR 6123 recommends that the transfer of wind actions used for structural analysis be carried out based on the pressure coefficients along the building facades for static analyses and considers their non-deterministic dynamic behaviour through a stochastic modelling method of the wind velocity field. To present an alternative approach to this methodology, this study aims to investigate the non-deterministic dynamic structural response of a real reinforced concrete building, considering the soil-structure interaction effect, using the pressure coefficients obtained through different methodologies such as numerical simulations using Computational Fluid Dynamics (CFD), international databases, and the recommendations of the Brazilian standard NBR 6123. high-rise buildings dynamic structural analysis human comfort assessment computational fluid dynamics numerical simulation Building construction José Guilherme Santos da Silva verfasserin aut In Revista IBRACON de Estruturas e Materiais Instituto Brasileiro do Concreto (IBRACON), 2017 17(2023), 4 (DE-627)856389242 (DE-600)2851703-9 19834195 nnns volume:17 year:2023 number:4 https://doi.org/10.1590/s1983-41952024000400007 kostenfrei https://doaj.org/article/334af72a6629488abe1c3f3dce8eb892 kostenfrei http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952024000400205&tlng=en kostenfrei https://doaj.org/toc/1983-4195 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 17 2023 4 |
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10.1590/s1983-41952024000400007 doi (DE-627)DOAJ091118328 (DE-599)DOAJ334af72a6629488abe1c3f3dce8eb892 DE-627 ger DE-627 rakwb eng TH1-9745 Leonardo Ferreira de Miranda verfasserin aut Assessment of buildings non-deterministic dynamic structural response when subjected to wind actions 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract The construction of high-rise buildings has emerged as a constructive trend worldwide, and excessive vibration problems due to wind actions are becoming increasingly frequent. The Brazilian design standard NBR 6123 recommends that the transfer of wind actions used for structural analysis be carried out based on the pressure coefficients along the building facades for static analyses and considers their non-deterministic dynamic behaviour through a stochastic modelling method of the wind velocity field. To present an alternative approach to this methodology, this study aims to investigate the non-deterministic dynamic structural response of a real reinforced concrete building, considering the soil-structure interaction effect, using the pressure coefficients obtained through different methodologies such as numerical simulations using Computational Fluid Dynamics (CFD), international databases, and the recommendations of the Brazilian standard NBR 6123. high-rise buildings dynamic structural analysis human comfort assessment computational fluid dynamics numerical simulation Building construction José Guilherme Santos da Silva verfasserin aut In Revista IBRACON de Estruturas e Materiais Instituto Brasileiro do Concreto (IBRACON), 2017 17(2023), 4 (DE-627)856389242 (DE-600)2851703-9 19834195 nnns volume:17 year:2023 number:4 https://doi.org/10.1590/s1983-41952024000400007 kostenfrei https://doaj.org/article/334af72a6629488abe1c3f3dce8eb892 kostenfrei http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952024000400205&tlng=en kostenfrei https://doaj.org/toc/1983-4195 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 17 2023 4 |
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10.1590/s1983-41952024000400007 doi (DE-627)DOAJ091118328 (DE-599)DOAJ334af72a6629488abe1c3f3dce8eb892 DE-627 ger DE-627 rakwb eng TH1-9745 Leonardo Ferreira de Miranda verfasserin aut Assessment of buildings non-deterministic dynamic structural response when subjected to wind actions 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract The construction of high-rise buildings has emerged as a constructive trend worldwide, and excessive vibration problems due to wind actions are becoming increasingly frequent. The Brazilian design standard NBR 6123 recommends that the transfer of wind actions used for structural analysis be carried out based on the pressure coefficients along the building facades for static analyses and considers their non-deterministic dynamic behaviour through a stochastic modelling method of the wind velocity field. To present an alternative approach to this methodology, this study aims to investigate the non-deterministic dynamic structural response of a real reinforced concrete building, considering the soil-structure interaction effect, using the pressure coefficients obtained through different methodologies such as numerical simulations using Computational Fluid Dynamics (CFD), international databases, and the recommendations of the Brazilian standard NBR 6123. high-rise buildings dynamic structural analysis human comfort assessment computational fluid dynamics numerical simulation Building construction José Guilherme Santos da Silva verfasserin aut In Revista IBRACON de Estruturas e Materiais Instituto Brasileiro do Concreto (IBRACON), 2017 17(2023), 4 (DE-627)856389242 (DE-600)2851703-9 19834195 nnns volume:17 year:2023 number:4 https://doi.org/10.1590/s1983-41952024000400007 kostenfrei https://doaj.org/article/334af72a6629488abe1c3f3dce8eb892 kostenfrei http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952024000400205&tlng=en kostenfrei https://doaj.org/toc/1983-4195 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 17 2023 4 |
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Assessment of buildings non-deterministic dynamic structural response when subjected to wind actions |
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Abstract The construction of high-rise buildings has emerged as a constructive trend worldwide, and excessive vibration problems due to wind actions are becoming increasingly frequent. The Brazilian design standard NBR 6123 recommends that the transfer of wind actions used for structural analysis be carried out based on the pressure coefficients along the building facades for static analyses and considers their non-deterministic dynamic behaviour through a stochastic modelling method of the wind velocity field. To present an alternative approach to this methodology, this study aims to investigate the non-deterministic dynamic structural response of a real reinforced concrete building, considering the soil-structure interaction effect, using the pressure coefficients obtained through different methodologies such as numerical simulations using Computational Fluid Dynamics (CFD), international databases, and the recommendations of the Brazilian standard NBR 6123. |
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Abstract The construction of high-rise buildings has emerged as a constructive trend worldwide, and excessive vibration problems due to wind actions are becoming increasingly frequent. The Brazilian design standard NBR 6123 recommends that the transfer of wind actions used for structural analysis be carried out based on the pressure coefficients along the building facades for static analyses and considers their non-deterministic dynamic behaviour through a stochastic modelling method of the wind velocity field. To present an alternative approach to this methodology, this study aims to investigate the non-deterministic dynamic structural response of a real reinforced concrete building, considering the soil-structure interaction effect, using the pressure coefficients obtained through different methodologies such as numerical simulations using Computational Fluid Dynamics (CFD), international databases, and the recommendations of the Brazilian standard NBR 6123. |
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Abstract The construction of high-rise buildings has emerged as a constructive trend worldwide, and excessive vibration problems due to wind actions are becoming increasingly frequent. The Brazilian design standard NBR 6123 recommends that the transfer of wind actions used for structural analysis be carried out based on the pressure coefficients along the building facades for static analyses and considers their non-deterministic dynamic behaviour through a stochastic modelling method of the wind velocity field. To present an alternative approach to this methodology, this study aims to investigate the non-deterministic dynamic structural response of a real reinforced concrete building, considering the soil-structure interaction effect, using the pressure coefficients obtained through different methodologies such as numerical simulations using Computational Fluid Dynamics (CFD), international databases, and the recommendations of the Brazilian standard NBR 6123. |
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score |
7.398425 |