Example of application of response spectrum analysis for seismically isolated curved bridges including soil-foundation effects

Author:

Ates Sevket,Constantinou Michael C.

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference24 articles.

1. Hyakuda T, Saito K, Matsushita T, Tanaka N, Yoneki S, Yasuda M, Miyazaki M, Suzuki A, Sawada T. The structural design and earthquake observation of a seismic isolation building using Friction Pendulum system. In: Proceedings of the 7th international seminar on seismic isolation, passive energy dissipation and active control of vibrations of structures, Assisi, Italy; 2001.

2. Component and shaking table tests for full-scale multiple friction pendulum system;Tsai;Earthquake Engineering and Structural Dynamics,2006

3. Constantinou MC. Friction pendulum double concave bearing. NEES Report. Available at: 〈http://nees.buffalo.edu/dec304/FP-DC%20Report-DEMO.pdf〉; 2004.

4. Behavior of double concave friction pendulum bearing;Fenz;Earthquake Engineering and Structural Dynamics,2006

5. Spherical sliding isolation bearings with adaptive behavior: theory;Fenz;Earthquake Engineering and Structural Dynamics,2008

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