Investigation of the dynamic behaviour of a storage tank with different foundation types focusing on the soil-foundation-structure interactions using centrifuge model tests

Author:

Park Heon-Joon1ORCID,Ha Jeong-Gon1ORCID,Kwon Sun-Yong2,Lee Moon-Gyo1ORCID,Kim Dong-Soo1ORCID

Affiliation:

1. Korea Advanced Institute of Science and Technology (KAIST); Department of Civil and Environmental Engineering; 291 Daehak-ro, Yuseong-gu Daejeon 34141 Korea

2. Korea Environment Institute, Division of Public Infrastructure Assessment; 70 Sicheong-daero Sejong-si 30147 Korea (formerly Samsung C&T, Construction Technology Team, 145 Pangyoyeok-ro, Bundang-gu, Seongnam-si, Gyeonggi-do 13530, Korea)

Funder

R&D project, Samsung C&T

National Research Foundation of Korea

Publisher

Wiley

Subject

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

Reference26 articles.

1. Dynamic pressures on accelerated fluid containers;Housner;Bulletin of the Seismological Society of America,1957

2. Soil-structure interaction effects for laterally excited liquid storage tanks;Veletsos;Earthquake Engineering and Structural Dynamics,1990

3. Effect of foundation embedment on seismic behavior of elevated tanks considering fluid-structure-soil interaction;Livaoglu;Soil Dynamics and Earthquake Engineering,2007

4. Fluid-structure-soil interaction analysis of cylindrical liquid storage tanks subjected to horizontal earthquake loading;Kim;Structural Engineering and Mechanics,2002

5. Influence of uplift on liquid storage tanks during earthquakes;Ormeño;Coupled Systems Mechanics,2012

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