Towards a seismic capacity design of caisson foundations supporting bridge piers

Author:

Zafeirakos Athanasios,Gerolymos NikosORCID

Funder

European Union (European Social Fund – ESF)

Greek National Funds through the Operational Program “Education and Lifelong Learning” of the National Strategic Reference Framework (NSRF) – Research Funding Program: Heracleitus II

European Social Fund

PEVE 2008 Research Project funded

SEVE/NTUA

Publisher

Elsevier BV

Subject

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

Reference42 articles.

1. Inelastic seismic response of extended pile-shaft-supported bridge structures;Hutchinson;EERI Earthq Spectra,2004

2. Nonlinear pushover analysis of bridge columns supported on full-moment connection CISS piles on clays;Silva;EERI Earthq Spectra,2008

3. Gerolymos, N, Zafeirakos, A, Souliotis, C. Insight to failure mechanisms of caisson foundations under combined loading: a macro-element approach. In: proceedings of the 2nd international conference on performance-based design in earthquake geotechnical engineering, Taormina, Italy; 28–30 May 2012. Paper no. 11.10.

4. On the seismic response of under-designed caisson foundations;Zafeirakos;Bull Earthq Eng,2013

5. Incremental dynamic analysis of caisson–pier interaction;Zafeirakos;Soil Dyn Earthq Eng,2013

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