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Failure of Liquid Storage Tanks Due to Earthquake Excitation
The damage suffered by above-ground, liquid storage tanks during earthquakes is reviewed, and the forced vibration, failure criterion, and appropriate design procedures of those tanks under seismic excitation are examined. This is done using scale model testing coupled with simplified analysis procedures. Complete dynamic characterization of the structure and fluid/structure combination is carried out, allowing for the identification of the response and failure modes as well as the significance of tank parameters on these models.
Failure of Liquid Storage Tanks Due to Earthquake Excitation
The damage suffered by above-ground, liquid storage tanks during earthquakes is reviewed, and the forced vibration, failure criterion, and appropriate design procedures of those tanks under seismic excitation are examined. This is done using scale model testing coupled with simplified analysis procedures. Complete dynamic characterization of the structure and fluid/structure combination is carried out, allowing for the identification of the response and failure modes as well as the significance of tank parameters on these models.
Failure of Liquid Storage Tanks Due to Earthquake Excitation
C. F. Shih (author)
1981
215 pages
Report
No indication
English
Industrial & Mechanical Engineering , Storage tanks , Liquids , Earthquakes , Static structural analysis , Dynamic response , Earthquake resistant structures , Cylindrical shells , Buckling , Vibration , Time dependence , Theses , Mathematic models , Soil structure interactions , Earthquake engineering
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