International Scholarly Research Notices / 2012 / Article / Fig 13

Research Article

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

Figure 13

Comparison of unidirectional and bidirectional analyses, along axis, for the unanchored storage tank with  m3, filling level equal to 80%, and friction factor equal to 0.3 subjected to the 000187-Iran earthquake.