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![Buckling of silos under various loadings](thumbnails/s76.jpg) |
![Buckling of large steel tanks](thumbnails/s77.jpg) |
![Buckling of storage tank due to uneven ground settlement](thumbnails/s78.jpg) |
![Liquid storage tanks are constructed in courses, each course of constant thickness and course thickness increasing from top to bottom](thumbnails/s79.jpg) |
![Horizontal ground motion during 1986 El Salvador earthquake and Fourier amplitude spectra](thumbnails/s80.jpg) |
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Buckling of silos under various loadings |
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Buckling of large steel tanks |
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Buckling of storage tank due to uneven ground settlement |
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Liquid storage tanks are constructed in courses, each course of constant thickness and course thickness increasing from top to bottom |
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Horizontal ground motion during 1986 El Salvador earthquake and Fourier amplitude spectra |
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![von Mises stress distribution in the tallest tank shown 2 slides ago in response to the 1986 El Salvador earthquake spectrum with PGA = 0](thumbnails/s81.jpg) |
![Buckling near the top of the tank shown in the previous slide. This buckling mode is caused by local dynamic circumferential compression from liquid sloshing during the earthquake.](thumbnails/s82.jpg) |
![Cone-roofed step-walled tanks to be subjected to uniform external pressure](thumbnails/s83.jpg) |
![Preparation of Specimen C3 and Specimen C1 after testing](thumbnails/s84.jpg) |
![Specimens C2 and C3 after testing](thumbnails/s85.jpg) |
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von Mises stress distribution in the tallest tank shown 2 slides ago in response to the 1986 El Salvador earthquake spectrum with PGA = 0 |
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Buckling near the top of the tank shown in the previous slide. This buckling mode is caused by local dynamic circumferential compression from liquid sloshing during the earthquake. |
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Cone-roofed step-walled tanks to be subjected to uniform external pressure |
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Preparation of Specimen C3 and Specimen C1 after testing |
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Specimens C2 and C3 after testing |
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![Prebuckling deformation of the tank shown in (c) 4 slides back during the El Salvador earthquake](thumbnails/s86.jpg) |
![Prebuckling deformation of the tank shown in (b) 5 slides back during the El Salvador earthquake](thumbnails/s87.jpg) |
![Prebuckling deformation of the tank shown in (a) 6 slides back during the El Salvador earthquake](thumbnails/s88.jpg) |
![Pressure distributions from the liquid in the 3 tanks](thumbnails/s89.jpg) |
![Fundamental buckling modes of the three liquid-filled tanks](thumbnails/s90.jpg) |
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Prebuckling deformation of the tank shown in (c) 4 slides back during the El Salvador earthquake |
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Prebuckling deformation of the tank shown in (b) 5 slides back during the El Salvador earthquake |
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Prebuckling deformation of the tank shown in (a) 6 slides back during the El Salvador earthquake |
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Pressure distributions from the liquid in the 3 tanks |
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Fundamental buckling modes of the three liquid-filled tanks |
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