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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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Autor principal: Vargas, Ramiro (author)
Altres autors: Bruneau, Michel (author)
Format: article
Idioma:anglès
Publicat: 2006
Matèries:
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
Accés en línia:http://ridda2.utp.ac.pa/handle/123456789/2544
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http://ridda2.utp.ac.pa/handle/123456789/2544

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