Seismic Design of Multi-story Buildings with Metallic Structural Fuses

dc.creatorVargas, Ramiro
dc.creatorBruneau, Michel
dc.date.accessioned2017-08-16T15:34:18Z
dc.date.accessioned2017-08-16T15:34:18Z
dc.date.available2017-08-16T15:34:18Z
dc.date.available2017-08-16T15:34:18Z
dc.date.created2017-08-16T15:34:18Z
dc.date.created2017-08-16T15:34:18Z
dc.date.issued2006-06-28
dc.date.issued2006-06-28
dc.identifierhttp://ridda2.utp.ac.pa/handle/123456789/2544
dc.identifierhttp://ridda2.utp.ac.pa/handle/123456789/2544
dc.description.abstractSeismic 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
dc.languageeng
dc.rightshttps://creativecommons.org/licenses/by-nc-sa/4.0/
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectPassive energy devices (PED)
dc.subjectStructural performance
dc.subjectSeismic damage
dc.subjectMetallic dampers
dc.subjectStructural fuses (SF)
dc.subjectElasticity
dc.subjectSeismic performance
dc.subjectRetrofitting
dc.subjectBuckling-restrained braces (BRB)
dc.subjectTriangular added damping and stiffness (T-ADAS)
dc.subjectShear panels (SP)
dc.subjectSingle degree of freedom (SDOF) systems
dc.subjectMultidegree of freedom (MDOF) systems
dc.subjectFloor demands velocities
dc.subjectAccelerations
dc.subjectNonstructural damage
dc.subjectShaking table tests
dc.subjectMoment-resisting connections
dc.subjectSeismic isolation
dc.subjectBall-in-cone (BNC) system
dc.subjectPin connections
dc.subjectPassive energy devices (PED)
dc.subjectStructural performance
dc.subjectSeismic damage
dc.subjectMetallic dampers
dc.subjectStructural fuses (SF)
dc.subjectElasticity
dc.subjectSeismic performance
dc.subjectRetrofitting
dc.subjectBuckling-restrained braces (BRB)
dc.subjectTriangular added damping and stiffness (T-ADAS)
dc.subjectShear panels (SP)
dc.subjectSingle degree of freedom (SDOF) systems
dc.subjectMultidegree of freedom (MDOF) systems
dc.subjectFloor demands velocities
dc.subjectAccelerations
dc.subjectNonstructural damage
dc.subjectShaking table tests
dc.subjectMoment-resisting connections
dc.subjectSeismic isolation
dc.subjectBall-in-cone (BNC) system
dc.subjectPin connections
dc.titleSeismic Design of Multi-story Buildings with Metallic Structural Fuses
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion


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