Seismic fragility analysis of large unanchored steel tanks considering local instability and fatigue damage

Author:

Cortes G.,Prinz G. S.

Publisher

Springer Science and Business Media LLC

Subject

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

Reference34 articles.

1. Ahari MN, Eshghi S, Ashtiany MG (2009) The tapered beam model for bottom plate uplift analysis of unanchored cylindrical steel storage tanks. Eng Struct 31(2009):623–632

2. ALA (2001) Seismic fragility formulations for water systems: part 1—guidelines. American Lifeline Allainces, San Francisco

3. Baker JW (2015) Efficient analytical fragility function fitting using dynamic structural analysis. Earthq Spectra 31(1):579–599

4. Clough DP (1977) Experimental evaluation of seismic design methods for broad cylinder tanks. EERC 77/10. Earthquake Engineering Research Centre (EERC)

5. Clough DP, Clough RW (1978) Earthquake simulator studies of cylindrical tanks. Nucl Eng Des 46(2):367–380

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