A numerical investigation on the wind-induced response of a high-rise building considering the soil-structure interaction
DOI:
https://doi.org/10.5902/2179460X74430Keywords:
Computational wind engineering, Fluid-structure-soil interaction, Finite element method, Contact mechanicsAbstract
In the present work, a numerical investigation is carried out to evaluate the wind-induced response of a standard tall building model resting on a deformable soil. The numerical model is developed in this work from a partitioned coupling scheme, in which the physical media involved are solved sequentially, and may present independent discretization and solution methods. The problem is spatially discretized using eight-node hexahedral isoparametric elements with underintegration techniques. The fundamental flow equations are kinematically described using an arbitrary lagrangian-eulerian (ALE) formulation and numerically solved using the explicit two-step Taylor-Galerkin scheme. Structure and soil are considered as deformable elastoplastic media, using a corotational approach to deal with physical and geometric nonlinearities. A three-dimensional contact formulation based on the penalty method is used to perform the load transfer between soil and foundation. A hybrid parallelization model based on CUDA-OpenMP techniques is employed to improve the processing performance. Numerical results obtained from aeroelastic analyses are compared with numerical and wind tunnel measurements reported by other authors. Results demonstrated that the soil-structure interaction affected the building response to the wind action and the aeroelastic instability due to vortex shedding can be considerably reduced with the soil presence.
Downloads
References
BLOCKEN, B. 50 years of computational wind engineering: past, present and future. Journal of Wind Engineering and Industrial Aerodynamics, v. 129, p. 69-102, 2014.
BRAUN, A. L.; AWRUCH, A. M. Aerodynamic and aeroelastic analyses on the CAARC standard tall building model using numerical simulation. Computers & Structures, v. 87, n. 9-10, p. 564-581, 2009.
HUANG, S.; LI, Q. S.; XU, S. Numerical evaluation of wind effects on a tall steel building by CFD. Journal of Constructional Steel Research, v. 63, n. 5, p. 612-627, 2007.
JIA, J. Soil Dynamics and Foundation Modeling: Offshore and Earthquake Engineering. Cham: Springer, 2018.
LIU, M. Y. et al. Wind-induced vibration of high-rise building with tuned mass damper including soil–structure interaction. Journal of Wind Engineering and Industrial Aerodynamics, v. 96, n. 6-7, p. 1092-1102, 2008.
MADALOZZO, D. M. S. et al. Numerical simulation of pollutant dispersion in street canyons: geometric and thermal effects. Applied Mathematical Modelling, v. 38, p. 5883-5909, 2014.
MELBOURNE, W. H. Comparison of measurements on the CAARC standard tall building model in simulated model wind flows. Journal of Wind Engineering and Industrial Aerodynamics, v. 6, n. 1-2, p. 73-88, 1980.
MENGLIN, L. et al. Structure–soil–structure interaction: Literature review. Soil Dynamics and Earthquake Engineering, v. 31, n. 12, p. 1724-1731, 2011.
NOVAK, M.; HIFNAWY, L. E. Structural response to wind with soil-structure interaction. Journal of Wind Engineering and Industrial Aerodynamics, v. 28, n. 1-3, p. 329-338, 1988.
SHIRKHANGHAH, B.; KALEHSAR, H. E. The Effects of Height and Plan on the Along-Wind Response of Structures Considering Wind-Soil-Structure Interaction. Journal of Applied Engineering Sciences, v. 10, n. 2, 2020.
SHIRKHANGHAH, B.; KALEHSAR, H. E. The effect of soil–structure interaction on the along-wind response of high-rise buildings. Proceedings of the Institution of Civil Engineers-Structures and Buildings, v. 175, n. 4, p. 332-346, 2022.
THEPMONGKORN, S.; KWOK, K. C. S.; LAKSHMANAN, N. A two-degree-of-freedom base hinged aeroelastic (BHA) model for response predictions. Journal of Wind Engineering and Industrial Aerodynamics, v. 83, n. 1-3, p. 171-181, 1999.
THIBAULT, J. C.; SENOCAK, I. Accelerating incompressible flow computations with a Pthreads-CUDA implementation on small-footprint multi-GPU platforms. The Journal of Supercomputing, v. 59, n. 2, p. 693-719, 2012.
VENANZI, I.; SALCIARINI, D.; TAMAGNINI, C. The effect of soil–foundation–structure interaction on the wind-induced response of tall buildings. Engineering Structures, v. 79, p. 117-130, 2014.
VISINTAINER, M. R. M. Um modelo numérico para a simulação de problemas de interação fluido-estrutura-solo na Engenharia do Vento. 2022. 264 p. Tese (Doutorado em Engenharia Civil) – Universidade Federal do Rio Grande do Sul, Porto Alegre, 2022.
ZHANG, Y.; HABASHI, W. G.; KHURRAM, R. A. Predicting wind-induced vibrations of high-rise buildings using unsteady CFD and modal analysis. Journal of Wind Engineering and Industrial Aerodynamics, v. 136, p. 165-179, 2015.
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2023 Ciência e Natura
This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.
To access the DECLARATION AND TRANSFER OF COPYRIGHT AUTHOR’S DECLARATION AND COPYRIGHT LICENSE click here.
Ethical Guidelines for Journal Publication
The Ciência e Natura journal is committed to ensuring ethics in publication and quality of articles.
Conformance to standards of ethical behavior is therefore expected of all parties involved: Authors, Editors, Reviewers, and the Publisher.
In particular,
Authors: Authors should present an objective discussion of the significance of research work as well as sufficient detail and references to permit others to replicate the experiments. Fraudulent or knowingly inaccurate statements constitute unethical behavior and are unacceptable. Review Articles should also be objective, comprehensive, and accurate accounts of the state of the art. The Authors should ensure that their work is entirely original works, and if the work and/or words of others have been used, this has been appropriately acknowledged. Plagiarism in all its forms constitutes unethical publishing behavior and is unacceptable. Submitting the same manuscript to more than one journal concurrently constitutes unethical publishing behavior and is unacceptable. Authors should not submit articles describing essentially the same research to more than one journal. The corresponding Author should ensure that there is a full consensus of all Co-authors in approving the final version of the paper and its submission for publication.
Editors: Editors should evaluate manuscripts exclusively on the basis of their academic merit. An Editor must not use unpublished information in the editor's own research without the express written consent of the Author. Editors should take reasonable responsive measures when ethical complaints have been presented concerning a submitted manuscript or published paper.
Reviewers: Any manuscripts received for review must be treated as confidential documents. Privileged information or ideas obtained through peer review must be kept confidential and not used for personal advantage. Reviewers should be conducted objectively, and observations should be formulated clearly with supporting arguments, so that Authors can use them for improving the paper. Any selected Reviewer who feels unqualified to review the research reported in a manuscript or knows that its prompt review will be impossible should notify the Editor and excuse himself from the review process. Reviewers should not consider manuscripts in which they have conflicts of interest resulting from competitive, collaborative, or other relationships or connections with any of the authors, companies, or institutions connected to the papers.
