A parametric study on the axial behaviour of elastomeric isolators in multi-span bridges subjected to horizontal seismic excitations

Author:

Tubaldi E.,Mitoulis S. A.,Ahmadi H.,Muhr A.

Funder

Innovate UK

Publisher

Springer Science and Business Media LLC

Subject

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

Reference38 articles.

1. American Association of State Highway and Transportation Officials (AASHTO) (2014) Guide specifications for seismic isolation design, 4th edn. AASHTO, Washington

2. Buckle I, Yen W-H, Marsh L, Monzon E (2012) Implications of bridge performance during Great East Japan Earthquake for US seismic design practice. In Proceedings of the international symposium on engineering lessons learned from the 2011 Great East Japan Earthquake, Tokyo, 1–4 Mar 2012, pp 1363–1374

3. California Department of Transportation (CalTrans) (1999) Bridge memo to designers (20-1)—seismic design methodology. CalTrans, Sacramento

4. Cardone D, Perrone G (2012) Critical load of slender elastomeric seismic isolators: an experimental perspective. Eng Struct 40:198–204

5. Cardone D, Dolce M, Palermo G (2009) Direct displacement-based design of seismically isolated bridges. Bull Earthq Eng 7(2):391–410

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