1. Veletsos AS, Tang Y. Soil-Structure Interaction Effects for Laterally Excited Liquid Storage Tanks. Earthquake Engineering & Structural Dynamics. 1990;19:473-496.
2. Kim JM, Chang SH, Yun CB. Fluid-Structure-Soil Interaction Analysis of Cylindrical Liquid Storage Tanks Subjected to Horizontal Earthquake Loading. Structural Engineering and Mechanics. 2002; 13(6):615-638.
3. Simonelli AL, Di Sarno L, Durante MG, Sica S, Bhattacharya S, Dietz M, Dihoru L, Taylor CA, Cairo R, Chidichimo A, Dente G, Anoyatis G, Mylonakis G, Modaressi A, Todo Bom LA, Kaynia AM. Performance of Soil-Pile-Structure Systems Under Seismic Waves. Proc. of Int. Conf. on Performance-Based Design in Earthquake Geotechnical Engineering. Taormina; c2012.
4. KS B 6283. Design Requirements for Wind Pressure-Proof and Earthquake-Proof of Liquid Storage Tanks; c2021 (In Korean).
5. KGS GC 203. Code for Seismic Design of Gas Facilities and Aboveground Pipes; c2022 (In Korean).