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
Repositorio Digital Universitario (UNC)
Institución
Universidad Nacional de Córdoba
OAI Identificador
oai:rdu.unc.edu.ar:11086/555378

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oai_identifier_str oai:rdu.unc.edu.ar:11086/555378
network_acronym_str RDUUNC
repository_id_str 2572
network_name_str Repositorio Digital Universitario (UNC)
spelling 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
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info:eu-repo/semantics/publishedVersion
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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
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dc.source.none.fl_str_mv reponame:Repositorio Digital Universitario (UNC)
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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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