Failure of double friction pendulum bearings under pulse-type motions
Author:
Affiliation:
1. Department of Civil Engineering; McMaster University; Hamilton Canada
2. Takenaka Research and Development Institute; Chiba Japan
Funder
Takenaka Corporation
Publisher
Wiley
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Reference19 articles.
1. Mechanics of Rubber Bearings for Seismic and Vibration Isolation
2. Performance of base-isolated reinforced concrete buildings under bidirectional seismic excitation considering pounding with retaining walls including friction effects;Pant;Earthquake Engineering and Structural Dynamics,2014
3. Experimental simulation of base-isolated buildings pounding against moat wall and effects on superstructure response;Masroor;Earthquake Engineering and Structural Dynamics,2012
4. Dynamics of inelastic base-isolated structures subjected to analytical pulse ground motions;Vassiliou;Earthquake Engineering and Structural Dynamics,2013
5. Sarlis AA Constantinou MC Model of triple friction pendulum bearing for general geometric and frictional parameters and for uplift conditions 2013
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