First Advisor

David Yang

Term of Graduation

January 2025

Date of Publication

9-1-2025

Document Type

Thesis

Language

English

Subjects

fragility, liquid, seismic, storage tanks

Physical Description

1 online resource ( pages)

Abstract

Liquid storage tanks are critical infrastructure, serving as key storage facilities for variousproducts. As the contents in these tanks are usually highly toxic and flammable, damage to these structures under earthquakes can cause severe consequences, including energy shortage, fire and explosion, and spilling and long-term environmental damages. Although new liquid storage tanks are designed according to the updated seismic design codes, large numbers of existing storage tanks were built before modern seismic design codes and did not undergo necessary seismic retrofitting. Observations and reports from past earthquakes demonstrate that these older tanks can be highly vulnerable to seismic excitation. Common failure modes include wall buckling, connection failure (detachment of the tank’s base plate from the tank wall). Under earthquakes, liquid storage tanks may experience several failure mechanisms due to the dynamic interaction between the fluid and the structure. High compressive stresses can develop in the bottom part of the tank wall, potentially causing wall buckling. Simultaneously, seismic forces and fluid motion may lead to uplift of the base plate, which can result in the separation of the shell-to-base welded joint. Focusing on tank wall buckling and base-wall connection failure, this study proposed a streamlined approach to assessing the seismic vulnerability of unanchored steel liquid storage tanks. This study develops seismic fragility curves for liquid storage tanks at different filling levels. Two failure modes are considered: wall buckling and connection failure. The analysis helps assess tank vulnerability under earthquake loading conditions.

Rights

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Available for download on Saturday, September 26, 2026

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