Earthquake response of a three-span bridge, with mid-span supported by isolators, to near-field pulse and permanent-displacement step

Author:

Jalali Reza S.,Jokandan Masoumeh Bahari,Trifunac Mihailo D

Publisher

Elsevier BV

Subject

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

Reference60 articles.

1. The effect of ground transmission time on the response of long structures;Bogdanoff;Bulletin of the Seismological Society of America,1965

2. Effect of simultaneous spatial near-source ground excitation and soil on the pounding response of bridge girders;Chouw;Journal of Applied Mechanics JSCE,2003

3. Chouw N, Hao H. Investigation of soil–structure interaction and near-source ground motion spatial variation effect on pounding of bridge girders, Proceedings of the 11th international conference on soil dynamics and earthquake engineering and the third international conference on earthquake geotechnical engineering 2. University of California, Berkeley, CA, (2004) 726–733.

4. Study of SSI and non-uniform ground motion effect on pounding between bridge girders;Chouw;Soil Dynamics and Earthquake Engineering,2005

5. Performance of seismic-isolated bridges with and without elastic-gap devices in near-fault zones;Dicleli;Earthquake Engineering and Structural Dynamics,2008

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