The Ultimate Strength of Cylindrical Liquid Storage Tanks Under Earthquakes: Elasto-Plastic Dynamic Analysis With FSI of Buckling Failure Modes

Abstract

The objective of this study is to simulate the shaking test of a condensate storage tank (CST). In this test, the typical failure mode was an elephant-foot bulge (EFB) or a shear buckling. It is difficult to reproduce such buckling modes. However, at last, an analytical model which describes those modes with enough accuracy was achieved. The comparison between simulation results and experiments is explained. Acoustic theory and classical plasticity theory were used in the FEM simulation. The phase and magnitude of the response acceleration and hydraulic pressure obtained from the FEM simulation are well corresponded to those from the experiments. In addition, asymmetrical distribution of maximum and minimum hydraulic pressure is described.

A benchmark shaking table test on the seismic responses of an extra‐large LNG storage tank

“…Based on previous experimental results of the storage tanks, some researchers investigated the mechanical properties of storage tanks. Mikami et al [20] and Iijima et al [21] studied damage and failure mechanisms of the storage tanks in the limit state. Chalhoub et al, [22] Angelis et al, [23] among others, [24][25][26] carried out experimental studies on base-isolated steel tanks of different scales and structural types.…”

“…Mikami et al. [ 20 ] and Iijima et al. [ 21 ] studied damage and failure mechanisms of the storage tanks in the limit state.…”