Influence of the breakaway friction on the seismic response of buildings isolated with curved surface sliders: Parametric study and design recommendations

Author:

Gandelli Emanuele,De Domenico DarioORCID,Dubini Paolo,Besio Matteo,Bruschi Eleonora,Quaglini VirginioORCID

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference84 articles.

1. Experimental investigations of fiber and steel reinforced elastomeric bearings: shear modulus and damping coefficient;Strauss;Eng Struct,2014

2. Experimental performance of unbonded polyester and carbon fiber reinforced elastomeric isolators under bidirectional seismic excitation;Losanno;Eng Struct,2019

3. Recycled versus natural-rubber fiber-reinforced bearings for base isolation: review of the experimental findings;Losanno;J Earthquake Eng,2020

4. Modelling and seismic response analysis of Italian code-conforming base-isolated buildings;Ragni;J Earthquake Eng,2018

5. Shaking table tests of a base isolated structure with double concave friction pendulum bearings;Ponzo;Bull New Zeal Soc Earthquake Eng,2015

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