In this study, the seismic behaviors of spherical and horizontal cylindrical storage tanks were investigated based on observational and finite element analysis data. Fragility analyses of tanks were conducted considering several commonly used statistical approaches, and fragility curves were derived.
Examples of damage and accidents caused by earthquakes in spherical storage tanks can be found in the 1991 Costa Rica, 2001 Bhuj, India, and 2007 Kashiwazaki, Japan earthquakes, resulting in severe damage and significant environmental and economic losses.
Earthquakes, as a natural threat affecting all structures, also trigger events like fire and explosion in storage tanks. Therefore, the assessment of seismic risks for storage tanks, the prediction of damage, is crucial for both existing and newly constructed tanks.
It is well-known that in horizontal cylindrical storage tanks, dynamic effects such as earthquakes often lead to anchor damages. For the tank model considered in this study, two different scenarios were investigated, where the concrete base under each support leg was anchored with 3 and 5 anchor bolts.
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There exists a plethora of studies on the earthquake-resistant design, seismic analysis, and behavior of spherical storage tanks, and the examples provided above can be …
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