Torsional Response of a Building Isolated with Triple Friction Pendulum Bearings under Stochastic Ground Motion Excitation
Author:
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s40996-024-01409-6.pdf
Reference48 articles.
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3. Auad G, Castaldo P, Almazán JL (2022) Seismic reliability of structures equipped with LIR-DCFP bearings in terms of superstructure ductility and isolator displacement. Earthq Eng Struct Dyn 51:3171–3214
4. Bao Y, Becker TC, Hamaguchi H (2017) Failure of double friction pendulum bearings under pulse-type motions. Earthq Eng Struct Dyn 46:715–732
5. Becker TC, Mahin SA (2013) Approximating peak responses in seismically isolated buildings using generalized modal analysis. Earthq Eng Struct Dyn 42:1807–1825
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