Lid induced sloshing suppression and evaluation of wall stresses in a liquid storage tank including seismic soil‐structure interaction-Reference-Cited by-同舟云学术

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Lid induced sloshing suppression and evaluation of wall stresses in a liquid storage tank including seismic soil‐structure interaction

Published:2022-06-13 Issue:11 Volume:51 Page:2708-2729
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthq Engng Struct Dyn

Author:

Hernandez‐Hernandez Diego¹^ORCID,Larkin Tam¹,Chouw Nawawi¹

Affiliation:

1. Department of Civil and Environmental Engineering The University of Auckland Auckland New Zealand

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/eqe.3697

Reference73 articles.

1. Advances and trends in seismic design of cylindrical liquid storage tanks;Shimizu N;Japan Soc Mech Eng Int J,1990

2. YoshidaY TaniguchiT NakashimaT HatayamaK.Forensic estimation of uplift of an anchored tank during the 2011 earthquake off the pacific coast of Tohoku.ASME 2019 Pressure Vessels & Piping Conference.American Society of Mechanical Engineers; July 14–19 2019. doi:10.1115/PVP2019‐93251

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