Titlebook: Anti-Seismic Devices; A Reference Manual f Agostino Marioni Book 2024 The Editor(s) (if applicable) and The Author(s), under exclusive lice

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K. Tokunaga,K. Matsuki,T. Juji,Y. Hondaification of hydraulic devices is made based on their characteristic curve on the force-velocity diagram. Those that have a response according to a parabolic law are called lock-up devices, or shock transmission units, or dynamic connectors. Those that give a higher force at low speeds are called vi

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K. Tokunaga,K. Matsuki,T. Juji,Y. Hondaetic field. The electrical resistance of the conductor causes currents to generate heat and dissipate energy. This phenomenon, initially exploited for braking tram-trains, was used by the author to create viscous dampers. In fact, they react to a dynamic impulse with the same law as hydraulic damper

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J. D. Parkes,K. Welsh,N. Langdon,C. Lock is explained, in which all member states of the European community can participate, plus neighboring states that joined the European Standards Committee. This chapter also explains how experts from different organizations (universities, public administrations, manufacturers) can be appointed by the

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Rehabilitation von Kehlkopflosenynamic tests at the same velocity foreseen during the earthquake is highlighted. For each type of anti-seismic device, the various tests required, for both initial type testing and factory production control, are then examined. Test methods are explained in detail and examples of the results are sho

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https://doi.org/10.1007/978-3-642-73493-9ut the simplified calculation before proceeding with a more in-depth analysis is highlighted. A calculation example is then presented referring to a real building currently under construction in Taiwan. The calculation is carried out considering the use of three different types of seismic isolators:

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Zysten und Zelen der Nasennebenh?hlenhe possible retrofitting strategies are explained: structural reinforcement, adoption of dissipative bracings, and seismic isolation. In particular, for a building with a structure consisting of reinforced concrete columns and beams, it is explained how the columns can be cut, temporarily transferri

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