Nonlinear viscous damping and tuned mass damper design for occupant comfort in flexible tall buldings sinjected to wind loading
- Autores
- Inaudi, José A.; Rendel, Michael; Vial, Ignacio
- Año de publicación
- 2017
- Idioma
- inglés
- Tipo de recurso
- documento de conferencia
- Estado
- versión publicada
- Descripción
- Fil: Inaudi, José A. Universidad Nacional de Córdoba. Facultad de Ciencias Exactas, Físicas y Naturales. Departamento de Aeronáutica; Argentina.
Fil: Inaudi, José A. SIRVE; Argentina.
Fil: Rendel, Michael. SIRVE; Chile.
Fil: Vial, Ignacio. SIRVE; Chile.
During wind events, tall buildings may exhibit floor accelerations levels that compromise occupant comfort. The use of energy dissipating devices to reduce peak floor accelerations is a sound strategy to improve building performance. The estimation of mean peak floor accelerations of a steelframe building subjected to random wind forces and the design procedure of supplemental nonlinear viscous dampers to improve occupant comfort in one-year recurrence wind events are described in this paper. A stochastic wind load model is developed to estimate acceleration performance; drag, lift and torsional moments at each story are defined as random stationary processes by the definition of their cross-spectral density matrix. Wind tunnel results and computational fluid dynamic analyses are used to fine-tune the stochastic load models. Reduced-order structural models of the tower are developed to estimate the frequency response function from floor loadings to floor accelerations at corners points of the buildings. Statistical linearization is used to estimate the performance of the buildings with nonlinear viscous dampers installed in different configurations. Floor acceleration reductions achieved with supplemental viscous dampers and a tuned mass damper are evaluated to comply with occupant performance standards.
Fil: Inaudi, José A. Universidad Nacional de Córdoba. Facultad de Ciencias Exactas, Físicas y Naturales. Departamento de Aeronáutica; Argentina.
Fil: Inaudi, José A. SIRVE; Argentina.
Fil: Rendel, Michael. SIRVE; Chile.
Fil: Vial, Ignacio. SIRVE; Chile.
Ingeniería Civil - Materia
-
Disipadores de energía
Vibraciones aleatorias
Procesos aleatorios
Aeronáutica - Nivel de accesibilidad
- acceso abierto
- Condiciones de uso
- Repositorio
- Institución
- Universidad Nacional de Córdoba
- OAI Identificador
- oai:rdu.unc.edu.ar:11086/555378
Ver los metadatos del registro completo
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Nonlinear viscous damping and tuned mass damper design for occupant comfort in flexible tall buldings sinjected to wind loadingInaudi, José A.Rendel, MichaelVial, IgnacioDisipadores de energíaVibraciones aleatoriasProcesos aleatoriosAeronáuticaFil: Inaudi, José A. Universidad Nacional de Córdoba. Facultad de Ciencias Exactas, Físicas y Naturales. Departamento de Aeronáutica; Argentina.Fil: Inaudi, José A. SIRVE; Argentina.Fil: Rendel, Michael. SIRVE; Chile.Fil: Vial, Ignacio. SIRVE; Chile.During wind events, tall buildings may exhibit floor accelerations levels that compromise occupant comfort. The use of energy dissipating devices to reduce peak floor accelerations is a sound strategy to improve building performance. The estimation of mean peak floor accelerations of a steelframe building subjected to random wind forces and the design procedure of supplemental nonlinear viscous dampers to improve occupant comfort in one-year recurrence wind events are described in this paper. A stochastic wind load model is developed to estimate acceleration performance; drag, lift and torsional moments at each story are defined as random stationary processes by the definition of their cross-spectral density matrix. Wind tunnel results and computational fluid dynamic analyses are used to fine-tune the stochastic load models. Reduced-order structural models of the tower are developed to estimate the frequency response function from floor loadings to floor accelerations at corners points of the buildings. Statistical linearization is used to estimate the performance of the buildings with nonlinear viscous dampers installed in different configurations. Floor acceleration reductions achieved with supplemental viscous dampers and a tuned mass damper are evaluated to comply with occupant performance standards.Fil: Inaudi, José A. Universidad Nacional de Córdoba. Facultad de Ciencias Exactas, Físicas y Naturales. Departamento de Aeronáutica; Argentina.Fil: Inaudi, José A. SIRVE; Argentina.Fil: Rendel, Michael. SIRVE; Chile.Fil: Vial, Ignacio. SIRVE; Chile.Ingeniería Civil2017info:eu-repo/semantics/conferenceObjectinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_5794info:ar-repo/semantics/documentoDeConferenciaapplication/pdfhttp://hdl.handle.net/11086/555378enginfo:eu-repo/semantics/openAccessreponame:Repositorio Digital Universitario (UNC)instname:Universidad Nacional de Córdobainstacron:UNC2025-09-04T12:33:12Zoai:rdu.unc.edu.ar:11086/555378Institucionalhttps://rdu.unc.edu.ar/Universidad públicaNo correspondehttp://rdu.unc.edu.ar/oai/snrdoca.unc@gmail.comArgentinaNo correspondeNo correspondeNo correspondeopendoar:25722025-09-04 12:33:12.69Repositorio Digital Universitario (UNC) - Universidad Nacional de Córdobafalse |
dc.title.none.fl_str_mv |
Nonlinear viscous damping and tuned mass damper design for occupant comfort in flexible tall buldings sinjected to wind loading |
title |
Nonlinear viscous damping and tuned mass damper design for occupant comfort in flexible tall buldings sinjected to wind loading |
spellingShingle |
Nonlinear viscous damping and tuned mass damper design for occupant comfort in flexible tall buldings sinjected to wind loading Inaudi, José A. Disipadores de energía Vibraciones aleatorias Procesos aleatorios Aeronáutica |
title_short |
Nonlinear viscous damping and tuned mass damper design for occupant comfort in flexible tall buldings sinjected to wind loading |
title_full |
Nonlinear viscous damping and tuned mass damper design for occupant comfort in flexible tall buldings sinjected to wind loading |
title_fullStr |
Nonlinear viscous damping and tuned mass damper design for occupant comfort in flexible tall buldings sinjected to wind loading |
title_full_unstemmed |
Nonlinear viscous damping and tuned mass damper design for occupant comfort in flexible tall buldings sinjected to wind loading |
title_sort |
Nonlinear viscous damping and tuned mass damper design for occupant comfort in flexible tall buldings sinjected to wind loading |
dc.creator.none.fl_str_mv |
Inaudi, José A. Rendel, Michael Vial, Ignacio |
author |
Inaudi, José A. |
author_facet |
Inaudi, José A. Rendel, Michael Vial, Ignacio |
author_role |
author |
author2 |
Rendel, Michael Vial, Ignacio |
author2_role |
author author |
dc.subject.none.fl_str_mv |
Disipadores de energía Vibraciones aleatorias Procesos aleatorios Aeronáutica |
topic |
Disipadores de energía Vibraciones aleatorias Procesos aleatorios Aeronáutica |
dc.description.none.fl_txt_mv |
Fil: Inaudi, José A. Universidad Nacional de Córdoba. Facultad de Ciencias Exactas, Físicas y Naturales. Departamento de Aeronáutica; Argentina. Fil: Inaudi, José A. SIRVE; Argentina. Fil: Rendel, Michael. SIRVE; Chile. Fil: Vial, Ignacio. SIRVE; Chile. During wind events, tall buildings may exhibit floor accelerations levels that compromise occupant comfort. The use of energy dissipating devices to reduce peak floor accelerations is a sound strategy to improve building performance. The estimation of mean peak floor accelerations of a steelframe building subjected to random wind forces and the design procedure of supplemental nonlinear viscous dampers to improve occupant comfort in one-year recurrence wind events are described in this paper. A stochastic wind load model is developed to estimate acceleration performance; drag, lift and torsional moments at each story are defined as random stationary processes by the definition of their cross-spectral density matrix. Wind tunnel results and computational fluid dynamic analyses are used to fine-tune the stochastic load models. Reduced-order structural models of the tower are developed to estimate the frequency response function from floor loadings to floor accelerations at corners points of the buildings. Statistical linearization is used to estimate the performance of the buildings with nonlinear viscous dampers installed in different configurations. Floor acceleration reductions achieved with supplemental viscous dampers and a tuned mass damper are evaluated to comply with occupant performance standards. Fil: Inaudi, José A. Universidad Nacional de Córdoba. Facultad de Ciencias Exactas, Físicas y Naturales. Departamento de Aeronáutica; Argentina. Fil: Inaudi, José A. SIRVE; Argentina. Fil: Rendel, Michael. SIRVE; Chile. Fil: Vial, Ignacio. SIRVE; Chile. Ingeniería Civil |
description |
Fil: Inaudi, José A. Universidad Nacional de Córdoba. Facultad de Ciencias Exactas, Físicas y Naturales. Departamento de Aeronáutica; Argentina. |
publishDate |
2017 |
dc.date.none.fl_str_mv |
2017 |
dc.type.none.fl_str_mv |
info:eu-repo/semantics/conferenceObject info:eu-repo/semantics/publishedVersion http://purl.org/coar/resource_type/c_5794 info:ar-repo/semantics/documentoDeConferencia |
format |
conferenceObject |
status_str |
publishedVersion |
dc.identifier.none.fl_str_mv |
http://hdl.handle.net/11086/555378 |
url |
http://hdl.handle.net/11086/555378 |
dc.language.none.fl_str_mv |
eng |
language |
eng |
dc.rights.none.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.source.none.fl_str_mv |
reponame:Repositorio Digital Universitario (UNC) instname:Universidad Nacional de Córdoba instacron:UNC |
reponame_str |
Repositorio Digital Universitario (UNC) |
collection |
Repositorio Digital Universitario (UNC) |
instname_str |
Universidad Nacional de Córdoba |
instacron_str |
UNC |
institution |
UNC |
repository.name.fl_str_mv |
Repositorio Digital Universitario (UNC) - Universidad Nacional de Córdoba |
repository.mail.fl_str_mv |
oca.unc@gmail.com |
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1842349656298749952 |
score |
13.13397 |