PSI - Issue 2_B

Ershad Darvishi et al. / Procedia Structural Integrity 2 (2016) 2750–2756 Author name / Structural Integr ty P o edi 00 (2016) 000–000

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Fig. 4. Forcing frequency in different modes

Fig. 5. Displacement Vs distance from the base to top level of column, for column located at the corner of structure

Fig. 6. Load Vs distance from the base to top level of column, for column located at the corner of structure