To read this content please select one of the options below:

Study of the dynamic response of a CAARC building by the synthetic wind method and comparison with different approaches

Lucas Willian Aguiar Mattias (Graduate Program in Civil Engineering, UTFPR, Curitiba, Brazil)
Carlos Andres Millan Paramo (Department of Civil Engineering, Universidad de Sucre, Sincelejo, Colombia)

Multidiscipline Modeling in Materials and Structures

ISSN: 1573-6105

Article publication date: 12 January 2022

Issue publication date: 4 March 2022

103

Abstract

Purpose

This paper analyzes the effect that is generated in the dynamic response of a Commonwealth Advisory Aeronautical Council building for different types of power spectra. This article also compares synthetic wind method (SWM) results with wind tunnel tests and other numerical approaches.

Design/methodology/approach

One of the main methodologies developed in Brazil, the SWM, is employed to determine the dynamic wind loads. The Davenport, Lumley and Panowski, Harris, von Karman and Kaimal model are used in SWM to generate the resonant harmonics. Lateral pressures are calculated by the wind speed deflection profile for 30, 35, 40 and 45 m/s. The structure is processed in Autodesk Robot Structural Analysis with numerical analysis in FEM by the Hilber–Hughes–Taylor method. To corroborate the synthetic wind with experimental results, displacement curves are developed for wind tunnel experimental results, Davenport method, Eurocode and NBR 6123, together with the SWM.

Findings

Results show that for 30 m/s, the lowest convergence of the power spectra models was presented and that the greatest difference found was below 10%. In addition, it was shown that Eurocode 1-4 can lead to oversizing, while NBR 6123 can lead to undersizing, compared with the experimental results. Finally, results by the Davenport method, wind tunnel test and synthetic wind showed good accuracy.

Originality/value

By carrying out this comparative analysis, this work presents an important contribution in the field of calculating the dynamic response of tall buildings. Studies with these comparisons to corroborate the SWM had not yet been carried out.

Keywords

Acknowledgements

The study was funded by Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES) [Award number: Finance Code 001].

Citation

Mattias, L.W.A. and Paramo, C.A.M. (2022), "Study of the dynamic response of a CAARC building by the synthetic wind method and comparison with different approaches", Multidiscipline Modeling in Materials and Structures, Vol. 18 No. 1, pp. 142-152. https://doi.org/10.1108/MMMS-12-2021-0204

Publisher

:

Emerald Publishing Limited

Copyright © 2021, Emerald Publishing Limited

Related articles