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Structural Engineering and Mechanics Volume 81, Number 1, January10 2022 , pages 001-9 DOI: https://doi.org/10.12989/sem.2022.81.1.001 |
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Control of peak floor accelerations of buildings under wind loads using tuned mass damper |
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Juan Acosta, Edén Bojórquez, Juan Bojórquez, Alfredo Reyes-Salazar, Omar Payán, Manuel Barraza and Juan Serrano
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| Abstract | ||
| Due to the frequency and magnitude of some loads produced by gusts of turbulent wind, building floors can develop lateral displacements and significant accelerations which can produce strong inertial forces on structural, non-structural elements and occupants. A device that can help to reduce the floor accelerations is the well-known Tuned Mass Damper (TMD); however, nowadays there is no enough information about its capacity in order to dissipate energy of turbulent wind loads. For this reason, in this paper different buildings with and without TMD are modeled and dynamically analyzed under simulated wind loads in order to study the reduction of peak floor accelerations. The results indicate that peak floor accelerations can be reduced up to 40% when TMD are incorporated in the buildings, which demonstrated that the Tuned Mass Damper is an efficient device to reduce the wind effects on tall buildings. | ||
| Key Words | ||
| dynamic response; peak floor accelerations; simulated wind loads; tuned mass damper; wind response | ||
| Address | ||
| Juan Acosta, Edén Bojórquez, Juan Bojórquez, Alfredo Reyes-Salazar: Facultad de Ingeniería, Universidad Autónoma de Sinaloa, Calzada de las Américas y B. Universitarios s/n, C.P. 80040, Culiacán, Sinaloa, México Omar Payán: Department of Mechanical and Mechatronic Engineering, Tecnologico Nacional de Mexico Campus Culiacan, Culiacan, Sinaloa, Mexico Manuel Barraza: Department of Mechanical and Mechatronic Engineering, Tecnológico Nacional de México Campus Culiacán, Culiacán, Sinaloa, México Juan Serrano: Facultad de Ingeniería, Arquitectura y Diseño, Universidad Autónoma de Baja California, Ensenada 22860, México | ||