Quasi-static and pseudo-dynamic testing of unbonded post-tensioned rocking bridge piers with external replaceable dissipaters

Author:

Marriott Dion,Pampanin Stefano,Palermo Alessandro

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference34 articles.

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3. Emerging solutions for high seismic performance of precast/prestressed concrete buildings;Pampanin;Journal of Advanced Concrete Technology,2005

4. Mander JB, Cheng CT. Seismic resistance of bridge piers based on damage avoidance design. Technical Report NCEER-97-0014, State University of New York, Buffalo, NY, 1997.

5. Unbonded posttensioned concrete bridge piers. I: monotonic and cyclic analyses;Kwan;Journal of Bridge Engineering,2003

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