For today’s societal standards, it is simply unacceptable to design most buildings for the collapse prevention limit state, then just ensuring that live of people is warranted, but an extensive and severe structural damage is tolerated at the expense or lose of building owners in particular and the society in general, besides all the loses related to the building´s usage interruptions for months or years, or a complete loss (demolition). . For each type of device, the physical, mechanical and technological aspects are analysed by describing the construction, hysteretic behavior, physical models, advantages, and disadvantages. 1007/978-3-319-02615-2_2Published: 27 November 2013
Publisher Name: Springer, Cham
Print ISBN: 978-3-319-02614-5
Online ISBN: 978-3-319-02615-2eBook Packages: EngineeringEngineering (R0)The seismic design of buildings in regions of high seismic risk and hazard has to evolve towards resilience-based design.

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The capabilities of such devices and control systems in . One way to obtain resilient seismic designs for buildings is using hysteretic energy dissipation devices as structural fuses. Correspondence to
Paolo Castaldo . © 2019 Springer Nature Singapore Pte Ltd. Correspondence to
Arturo Tena-Colunga . org/10.

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These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.
Keywords:
Energy dissipation devices, Vibration-control systems, Tuned mass damper, Passive viscous dampers, Metallic dampers, Inerter-based vibration control systems, magneto-rheological dampers, Performance-based seismic engineering, Reliability-based design, Dam Sort by:

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