Torsion control in structures isolated with the triple friction pendulum system

Author:

Olivares Claudio I.,de la Llera Juan C.,Poulos AlanORCID

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference30 articles.

1. Structural assessment of a school building in Sankhu, Nepal damaged due to torsional response during the 2015 Gorkha earthquake;Bose;Dynam Civil Struct,2016

2. Morgan TA, Mahin SA. The use of innovative base isolation systems to achieve complex seismic performance objectives. PEER Report 2011/06, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA; 2011.

3. Predicting the displacement of triple pendulum bearings in a full-scale shaking experiment using a three-dimensional element;Dao;Earthquake Eng Struct Dynam,2013

4. Earthquake Engineering Research Institute. Seismic Isolation: from idea to reality;Anderson;Earthquake Spectra,1990

5. Fujita T. Demonstration of effectiveness of seismic isolation in the Hanshin-Awaji earthquake and progress of applications of based-isolated buildings. Report on the 17 January 1995 Kobe Earthquake, Japan. Institute of Industrial Science, University of Tokyo, Japan; 197–216.

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