Seismic Design of Multi-story Buildings with Metallic Structural Fuses
Seismic design relies on inelastic deformations through hysteretic behavior. However, this translates into damage on structural elements, permanent system deformations following an earthquake, and possibly high cost for repairs. An alternative design approach is to concentrate damage on disposable a...
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| Format: | article |
| Language: | English |
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2006
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| Online Access: | http://ridda2.utp.ac.pa/handle/123456789/2544 |
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| _version_ | 1869451830318071808 |
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| author | Vargas, Ramiro |
| author2 | Bruneau, Michel |
| author2_role | author |
| author_browse | Bruneau, Michel Vargas, Ramiro |
| author_facet | Vargas, Ramiro Bruneau, Michel |
| author_role | author |
| collection | Repositorio Institucional de documento digitales de acceso abierto de la UTP |
| dc.creator.none.fl_str_mv | Vargas, Ramiro Bruneau, Michel |
| dc.date.none.fl_str_mv | 2006-06-28 2006-06-28 2017-08-16T15:34:18Z 2017-08-16T15:34:18Z 2017-08-16T15:34:18Z 2017-08-16T15:34:18Z |
| dc.format.none.fl_str_mv | application/pdf |
| dc.identifier.none.fl_str_mv | http://ridda2.utp.ac.pa/handle/123456789/2544 http://ridda2.utp.ac.pa/handle/123456789/2544 |
| dc.language.none.fl_str_mv | eng eng |
| dc.rights.none.fl_str_mv | https://creativecommons.org/licenses/by-nc-sa/4.0/ info:eu-repo/semantics/openAccess |
| dc.source.none.fl_str_mv | reponame:Repositorio Institucional de documento digitales de acceso abierto de la UTP instname:Universidad Tecnológica de Panamá instacron:U Tecnológica de Panamá |
| dc.subject.none.fl_str_mv | 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 |
| dc.title.none.fl_str_mv | Seismic Design of Multi-story Buildings with Metallic Structural Fuses |
| dc.type.none.fl_str_mv | info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion |
| description | Seismic design relies on inelastic deformations through hysteretic behavior. However, this translates into damage on structural elements, permanent system deformations following an earthquake, and possibly high cost for repairs. An alternative design approach is to concentrate damage on disposable and easy to repair structural elements, while the main structure is designed to remain elastic or with minor inelastic deformations. A systematic procedure is proposed in this paper to design buildings with metallic structural fuses. This design procedure for MDOF structures relies on results of a parametric study, considering the behavior of nonlinear SDOF systems subjected to synthetic ground motions. The proposed procedure has also been illustrated as examples of application using Buckling-restrained braces working as metallic structural fuses |
| eu_rights_str_mv | openAccess |
| format | article |
| id | PA_0ac14fda4cafd212201df0f70b7633ee |
| instacron_str | U Tecnológica de Panamá |
| institution | U Tecnológica de Panamá |
| instname_str | Universidad Tecnológica de Panamá |
| language | eng |
| network_acronym_str | PA |
| network_name_str | oai la ref anni2 |
| oai_identifier_str | oai:ridda2.utp.ac.pa:123456789/2544 |
| publishDate | 2006 |
| publishDateSort | 2006 |
| reponame_str | Repositorio Institucional de documento digitales de acceso abierto de la UTP |
| repository.mail.fl_str_mv | |
| repository.name.fl_str_mv | |
| repository_id_str | |
| rights_invalid_str_mv | https://creativecommons.org/licenses/by-nc-sa/4.0/ |
| spelling | Seismic Design of Multi-story Buildings with Metallic Structural FusesVargas, RamiroBruneau, MichelPassive energy devices (PED)Structural performanceSeismic damageMetallic dampersStructural fuses (SF)ElasticitySeismic performanceRetrofittingBuckling-restrained braces (BRB)Triangular added damping and stiffness (T-ADAS)Shear panels (SP)Single degree of freedom (SDOF) systemsMultidegree of freedom (MDOF) systemsFloor demands velocitiesAccelerationsNonstructural damageShaking table testsMoment-resisting connectionsSeismic isolationBall-in-cone (BNC) systemPin connectionsPassive energy devices (PED)Structural performanceSeismic damageMetallic dampersStructural fuses (SF)ElasticitySeismic performanceRetrofittingBuckling-restrained braces (BRB)Triangular added damping and stiffness (T-ADAS)Shear panels (SP)Single degree of freedom (SDOF) systemsMultidegree of freedom (MDOF) systemsFloor demands velocitiesAccelerationsNonstructural damageShaking table testsMoment-resisting connectionsSeismic isolationBall-in-cone (BNC) systemPin connectionsSeismic design relies on inelastic deformations through hysteretic behavior. However, this translates into damage on structural elements, permanent system deformations following an earthquake, and possibly high cost for repairs. An alternative design approach is to concentrate damage on disposable and easy to repair structural elements, while the main structure is designed to remain elastic or with minor inelastic deformations. A systematic procedure is proposed in this paper to design buildings with metallic structural fuses. This design procedure for MDOF structures relies on results of a parametric study, considering the behavior of nonlinear SDOF systems subjected to synthetic ground motions. The proposed procedure has also been illustrated as examples of application using Buckling-restrained braces working as metallic structural fusesSeismic design relies on inelastic deformations through hysteretic behavior. However, this translates into damage on structural elements, permanent system deformations following an earthquake, and possibly high cost for repairs. An alternative design approach is to concentrate damage on disposable and easy to repair structural elements, while the main structure is designed to remain elastic or with minor inelastic deformations. A systematic procedure is proposed in this paper to design buildings with metallic structural fuses. This design procedure for MDOF structures relies on results of a parametric study, considering the behavior of nonlinear SDOF systems subjected to synthetic ground motions. The proposed procedure has also been illustrated as examples of application using Buckling-restrained braces working as metallic structural fuses2017-08-16T15:34:18Z2017-08-16T15:34:18Z2017-08-16T15:34:18Z2017-08-16T15:34:18Z2006-06-282006-06-28info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttp://ridda2.utp.ac.pa/handle/123456789/2544http://ridda2.utp.ac.pa/handle/123456789/2544engenghttps://creativecommons.org/licenses/by-nc-sa/4.0/info:eu-repo/semantics/openAccessreponame:Repositorio Institucional de documento digitales de acceso abierto de la UTPinstname:Universidad Tecnológica de Panamáinstacron:U Tecnológica de Panamáoai:ridda2.utp.ac.pa:123456789/25442021-07-06T15:34:46Z |
| spellingShingle | Seismic Design of Multi-story Buildings 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 |
| status_str | publishedVersion |
| title | Seismic Design of Multi-story Buildings with Metallic Structural Fuses |
| title_full | Seismic Design of Multi-story Buildings with Metallic Structural Fuses |
| title_fullStr | Seismic Design of Multi-story Buildings with Metallic Structural Fuses |
| title_full_unstemmed | Seismic Design of Multi-story Buildings with Metallic Structural Fuses |
| title_short | Seismic Design of Multi-story Buildings with Metallic Structural Fuses |
| title_sort | Seismic Design of Multi-story Buildings with Metallic Structural Fuses |
| 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 |
| url | http://ridda2.utp.ac.pa/handle/123456789/2544 |