Aims:
On this work, a methodology that solves the one-way fluid-structure interaction
problem approach is presented. This methodology is applicable to any building’s
geometry, nevertheless, in order to develop a solution, it was proposed a
building with a geometry not considered in most of the design codes of
structures under wind pressures. In order to compare the results of this
methodology a tall building model (CAARC model) widely studied by different
authors is also analyzed. Place and
Duration of Study: Graduate Engineering Department, Universidad Autonoma de
Queretaro, Queretaro, Mexico. January 2017 to October 2018. Methodology: First of all, two computational
fluid mechanics models were developed in order to obtain the pressures of the
wind around the two buildings proposed in a dynamic way. Later, the obtained
dynamic pressures were transferred according to the load transfer method on the
Structural Mechanical Building model through time-history analysis solved by
means of a direct integration method to obtain the dynamic aeroelastic response
of the structures. Results: The dynamic
aeroelastic response for both models is obtained. Conclusion: This methodology does not
present any restriction in the model’s geometry and leads to analyze important
aspects for the structural analysis such as state of stress of the structural
elements and structure displacements, accordingly, the method is suitable for
structures under wind pressures that are not considered in the codes. The
results obtained through this methodology present a good approach to those
obtained by means of fluid structure-interaction models.
Author(s) Details
Noé Díaz-Briceño
Department of Graduate Engineering, Universidad Autonoma de Queretaro, Cerro de las Campanas s/n Querétaro, Qro. C. P. 76010, Mexico.
Jaime Moisés Horta-Rangel
Department of Graduate Engineering, Universidad Autonoma de Queretaro, Cerro de las Campanas s/n Querétaro, Qro. C. P. 76010, Mexico.
Jesús Gerardo Valdés-Vázquez
Department of Civil Engineering, Universidad de Guanajuato, Ave. Juárez 77 Guanajuato, Gto. C.P. 36000, Mexico.
Miguel Ángel Pérez-Lara-y-Hernández
Department of Graduate Engineering, Universidad Autonoma de Queretaro, Cerro de las Campanas s/n Querétaro, Qro. C. P. 76010, Mexico.
Guadalupe Moisés Arroyo Contreras
Department of Graduate Engineering, Universidad Autonoma de Queretaro, Cerro de las Campanas s/n Querétaro, Qro. C. P. 76010, Mexico.
View Book: - http://bp.bookpi.org/index.php/bpi/catalog/book/175
Author(s) Details
Noé Díaz-Briceño
Department of Graduate Engineering, Universidad Autonoma de Queretaro, Cerro de las Campanas s/n Querétaro, Qro. C. P. 76010, Mexico.
Jaime Moisés Horta-Rangel
Department of Graduate Engineering, Universidad Autonoma de Queretaro, Cerro de las Campanas s/n Querétaro, Qro. C. P. 76010, Mexico.
Jesús Gerardo Valdés-Vázquez
Department of Civil Engineering, Universidad de Guanajuato, Ave. Juárez 77 Guanajuato, Gto. C.P. 36000, Mexico.
Miguel Ángel Pérez-Lara-y-Hernández
Department of Graduate Engineering, Universidad Autonoma de Queretaro, Cerro de las Campanas s/n Querétaro, Qro. C. P. 76010, Mexico.
Guadalupe Moisés Arroyo Contreras
Department of Graduate Engineering, Universidad Autonoma de Queretaro, Cerro de las Campanas s/n Querétaro, Qro. C. P. 76010, Mexico.
View Book: - http://bp.bookpi.org/index.php/bpi/catalog/book/175
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