International Scholarly Research Notices / 2012 / Article / Fig 10

Research Article

Some Remarks on the Seismic Demand Estimation in the Context of Vulnerability Assessment of Large Steel Storage Tank Facilities

Figure 10

IDA for the sliding induced displacement for the bidirectional analysis of the unanchored storage tank with  m3, filling level equal to 80% (a), 50% (b), and 25% (c), and friction factor equal to 0.3.