Vista Equipo: Floor Response of SDOF Systems with Metallic Structural Fuses

Floor Response of SDOF Systems with Metallic Structural Fuses

The floor demands of Single-Degree-of-Freedom (SDOF) systems designed or retrofitted with metallic structural fuses are studied in this article. Floor velocity and acceleration are obtained and comparisons are made between the floor response of bare frames and the floor response of systems with meta...

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Autor Principal:	Vargas, Ramiro
Formato:	Artículo
Idioma:	Inglés Inglés
Publicado:	2017
Materias:	Passive energy devices (PED) Structural performance Seismic damage Metallic dampers Structural fuses (SF) Elasticity Seismic performance Retrofitting Buckling-restrained braces (BRB) Triangular added damping and stiffness (T-ADAS) Shear panels (SP) Single degree of freedom (SDOF) systems Multidegree of freedom (MDOF) systems Floor demands velocities Accelerations Nonstructural damage Shaking table tests Moment-resisting connections Seismic isolation Ball-in-cone (BNC) system Pin connections
Acceso en línea:	http://ridda2.utp.ac.pa/handle/123456789/2539 http://ridda2.utp.ac.pa/handle/123456789/2539

id	RepoUTP2539
recordtype	dspace
spelling	RepoUTP25392021-07-06T15:34:47Z Floor Response of SDOF Systems with Metallic Structural Fuses Vargas, Ramiro Passive energy devices (PED) Structural performance Seismic damage Metallic dampers Structural fuses (SF) Elasticity Seismic performance Retrofitting Buckling-restrained braces (BRB) Triangular added damping and stiffness (T-ADAS) Shear panels (SP) Single degree of freedom (SDOF) systems Multidegree of freedom (MDOF) systems Floor demands velocities Accelerations Nonstructural damage Shaking table tests Moment-resisting connections Seismic isolation Ball-in-cone (BNC) system Pin connections Passive energy devices (PED) Structural performance Seismic damage Metallic dampers Structural fuses (SF) Elasticity Seismic performance Retrofitting Buckling-restrained braces (BRB) Triangular added damping and stiffness (T-ADAS) Shear panels (SP) Single degree of freedom (SDOF) systems Multidegree of freedom (MDOF) systems Floor demands velocities Accelerations Nonstructural damage Shaking table tests Moment-resisting connections Seismic isolation Ball-in-cone (BNC) system Pin connections The floor demands of Single-Degree-of-Freedom (SDOF) systems designed or retrofitted with metallic structural fuses are studied in this article. Floor velocity and acceleration are obtained and comparisons are made between the floor response of bare frames and the floor response of systems with metallic fuses. Furthermore, velocity and acceleration spectra are developed from the floor time history responses to assess how the behavior of nonstructural components may be influenced by the use of metallic fuses. The floor demands of Single-Degree-of-Freedom (SDOF) systems designed or retrofitted with metallic structural fuses are studied in this article. Floor velocity and acceleration are obtained and comparisons are made between the floor response of bare frames and the floor response of systems with metallic fuses. Furthermore, velocity and acceleration spectra are developed from the floor time history responses to assess how the behavior of nonstructural components may be influenced by the use of metallic fuses. 2017-08-16T14:34:22Z 2017-08-16T14:34:22Z 2017-08-16T14:34:22Z 2017-08-16T14:34:22Z 2004-06-26 2004-06-26 info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion http://ridda2.utp.ac.pa/handle/123456789/2539 http://ridda2.utp.ac.pa/handle/123456789/2539 eng eng https://creativecommons.org/licenses/by-nc-sa/4.0/ info:eu-repo/semantics/openAccess application/pdf
institution	Universidad Tecnológica de Panamá
collection	Repositorio UTP – Ridda2
language	Inglés Inglés
topic	Passive energy devices (PED) Structural performance Seismic damage Metallic dampers Structural fuses (SF) Elasticity Seismic performance Retrofitting Buckling-restrained braces (BRB) Triangular added damping and stiffness (T-ADAS) Shear panels (SP) Single degree of freedom (SDOF) systems Multidegree of freedom (MDOF) systems Floor demands velocities Accelerations Nonstructural damage Shaking table tests Moment-resisting connections Seismic isolation Ball-in-cone (BNC) system Pin connections Passive energy devices (PED) Structural performance Seismic damage Metallic dampers Structural fuses (SF) Elasticity Seismic performance Retrofitting Buckling-restrained braces (BRB) Triangular added damping and stiffness (T-ADAS) Shear panels (SP) Single degree of freedom (SDOF) systems Multidegree of freedom (MDOF) systems Floor demands velocities Accelerations Nonstructural damage Shaking table tests Moment-resisting connections Seismic isolation Ball-in-cone (BNC) system Pin connections
spellingShingle	Passive energy devices (PED) Structural performance Seismic damage Metallic dampers Structural fuses (SF) Elasticity Seismic performance Retrofitting Buckling-restrained braces (BRB) Triangular added damping and stiffness (T-ADAS) Shear panels (SP) Single degree of freedom (SDOF) systems Multidegree of freedom (MDOF) systems Floor demands velocities Accelerations Nonstructural damage Shaking table tests Moment-resisting connections Seismic isolation Ball-in-cone (BNC) system Pin connections Passive energy devices (PED) Structural performance Seismic damage Metallic dampers Structural fuses (SF) Elasticity Seismic performance Retrofitting Buckling-restrained braces (BRB) Triangular added damping and stiffness (T-ADAS) Shear panels (SP) Single degree of freedom (SDOF) systems Multidegree of freedom (MDOF) systems Floor demands velocities Accelerations Nonstructural damage Shaking table tests Moment-resisting connections Seismic isolation Ball-in-cone (BNC) system Pin connections Vargas, Ramiro Floor Response of SDOF Systems with Metallic Structural Fuses
description	The floor demands of Single-Degree-of-Freedom (SDOF) systems designed or retrofitted with metallic structural fuses are studied in this article. Floor velocity and acceleration are obtained and comparisons are made between the floor response of bare frames and the floor response of systems with metallic fuses. Furthermore, velocity and acceleration spectra are developed from the floor time history responses to assess how the behavior of nonstructural components may be influenced by the use of metallic fuses.
format	Artículo
author	Vargas, Ramiro
author_sort	Vargas, Ramiro
title	Floor Response of SDOF Systems with Metallic Structural Fuses
title_short	Floor Response of SDOF Systems with Metallic Structural Fuses
title_full	Floor Response of SDOF Systems with Metallic Structural Fuses
title_fullStr	Floor Response of SDOF Systems with Metallic Structural Fuses
title_full_unstemmed	Floor Response of SDOF Systems with Metallic Structural Fuses
title_sort	floor response of sdof systems with metallic structural fuses
publishDate	2017
url	http://ridda2.utp.ac.pa/handle/123456789/2539 http://ridda2.utp.ac.pa/handle/123456789/2539
_version_	1796209943295033344
score	12.239212

Floor Response of SDOF Systems with Metallic Structural Fuses

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