Question: 4 determine the natural period t of horizontal vibrations of...

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4. Determine the natural period t of horizontal vibrations of a simplified model of a single- story building shown in Fig. 4. The columns are assumed to be rigidly embedded at the ends. The stiffness of one column is 12 E113. Assume that all mass of this system is represented by mass m. 12 kL. Figure 4

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Question: 4 determine the natural period t of horizontal vibrations of...

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