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[Solved]: structural dynamics 4) The graphs shown below are
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(Solved): structural dynamics 4) The graphs shown below are for single-degree of freedom undamped linear elast ...


structural dynamics

4) The graphs shown below are for single-degree of freedom undamped linear elastio structures subjected to rectangular pulse
4) The graphs shown below are for single-degree of freedom undamped linear elastio structures subjected to rectangular pulse (finite duration loading) with zero rise time. The dynamic amplification factor is graphed in the top figure and the time of maximum response is graphed in the bottom figure. (1) What is meant by "dynamic amplification factor"? Considering the loading cases with \( f_{\alpha} / T \geq 0.5 \) : (2) Why is the time of maximum response always equal to half the period of the structure? (3) Why is the dynamic amplification factor equal to 2 ? Why is it limited to 2?


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