Liquid storage tanks play a significant role in storing hazardous liquids in process industries. Hence, their proper seismic performance is considerably important to prevent the catastrophic consequences of tank failure. This study focuses on seismic safety assessment of oil storage tanks. To this end, four unanchored tanks of various height-to-diameter ratios (H/D) were considered and their elastic and inelastic buckling failures were studied, as well as their uplifting behaviour. To this end, incremental dynamic analysis was employed in an Abaqus platform using the lateral seismic excitations. Different patterns of random geometric imperfections of various amplitudes were considered in the tank models. The Budiansky–Roth procedure was followed to calculate the buckling capacities of tank shells. The results of this study revealed that the imperfection has a small but notable effect on buckling capacity of tank shells, but its effect on tank uplift is negligible.
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July 2022
Research Article|
October 15 2020
Seismic performance of imperfect unanchored tanks
Sina Miladi, MSc;
Sina Miladi, MSc
PhD candidate, Department of Civil Engineering, Qazvin branch, Islamic Azad University, Qazvin, Iran
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Mehran S. Razzaghi, PhD;
Mehran S. Razzaghi, PhD
Assistant Professor, Department of Civil Engineering, Qazvin branch, Islamic Azad University, Qazvin, Iran (corresponding author: razzaghi.m@gmail.com)
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Seyed Hooman Ghasemi, PhD
Seyed Hooman Ghasemi, PhD
Assistant Professor, Department of Civil Engineering, Qazvin branch, Islamic Azad University, Qazvin, Iran
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Publisher: Emerald Publishing
Received:
September 07 2019
Accepted:
July 09 2020
Online ISSN: 1751-7702
Print ISSN: 0965-0911
ICE Publishing: All rights reserved
2020
Proceedings of the Institution of Civil Engineers - Structures and Buildings (2022) 175 (7): 551–560.
Article history
Received:
September 07 2019
Accepted:
July 09 2020
Citation
Miladi S, Razzaghi MS, Ghasemi SH (2022), "Seismic performance of imperfect unanchored tanks". Proceedings of the Institution of Civil Engineers - Structures and Buildings, Vol. 175 No. 7 pp. 551–560, doi: https://doi.org/10.1680/jstbu.19.00180
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