Equivalent series system to model a multiple friction pendulum system with numerous sliding interfaces for seismic analyses

Author:

Tsai C. S.,Su H. C.,Chiang T. C.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference26 articles.

1. Al-Hussaini TM, Zayas VA and Constantinou MC (1994), “Seismic Isolation of Multi-story Frame Structures Using Spherical Sliding Isolation Systems,” NCEER Technical Report, NCEER-94-0007, National Center for Earthquake Engineering Research, State University of New York at Buffalo, NY.

2. ETABS (2000), Three-dimensional Analysis of Building Systems, Computers and Structures, Inc., Berkeley, CA.

3. Fenz DM and Constantinou MC (2006), “Behaviour of the Double Concave Friction Pendulum Bearing,” Earthquake Engineering and Structural Dynamics, 35(11): 1403–1424.

4. Fenz DM and Constantinou MC (2008a), “Spherical Sliding Isolation Bearings with Adaptive Behavior-Theory,” Earthquake Engineering and Structural Dynamics, 37(2): 168–183.

5. Fenz DM and Constantinou MC (2008b), “Mechanical Behavior of Multi-spherical Sliding Bearings,” Technical Report MCEER-08-0007, Multidisciplinary Center for Earthquake Engineering Research, State University of New York at Buffalo, NY, 2008.

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