Saka, A. C.Kaya, E. S.Uckan, E.2026-01-242026-01-2420251363-24691559-808Xhttps://doi.org/10.1080/13632469.2024.2390083https://hdl.handle.net/20.500.12868/5900This paper covers the seismic performance of liquid tanks due to 2023 T & uuml;rkiye earthquakes and a case study of a moderately damaged self-supported tank is studied. Typical types of damage were sloshing induced upper tank wall deformations, sliding and uplift of the base, and rupture at tank-pipe connections. Besides, slip-prone tanks were less vulnerable to tank damage. The coupling between sliding and uplift responses of a self-supported tank is investigated considering different coefficients of friction. The results revealed that tank wall stresses can be significantly reduced due to sliding effect.eninfo:eu-repo/semantics/closedAccess2023 T & uuml;rkiye earthquakesupliftslidingliquid storage tanksfinite element modellingtank damageArticle10.1080/13632469.2024.23900832916344834592-s2.0-85201277761Q1WOS:001291374100001Q2