Seismic risk assessment of on-ground concrete cylindrical water tanks

Author:

Khosravi ShayanORCID,Goudarzi Mohammad Ali

Funder

iiees

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering,Environmental Engineering,Engineering (miscellaneous)

Reference34 articles.

1. ACI Committee 350.3–06 (2006). Seismic design of liquid containing concrete structures and commentary. Farmington Hills (MI,USA), American Concrete Institute

2. American Lifelines Alliance (2001) Seismic fragility formulations for water systems. Part 2 –Appendices, ASCE-FEMA, pp. 239

3. Ansys 16.0 (2013), Analysis user manual, ansys mechanical APDL acoustic analysis guide

4. Baker JW (2015) Efficient analytical fragility function fitting using dynamic structural analysis. Earthq Spectra 31(1):579–599. https://doi.org/10.1193/021113EQS025M

5. Berahman F, Behnamfar F (2009) Probabilistic seismic demand model and fragility estimates for critical failure modes of un-anchored steel storage tanks in petroleum complexes. Probab Eng Mech 24(4):527–536. https://doi.org/10.1016/j.probengmech.2009.03.005

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