Optimal design formula for tuned mass damper based on an analytical solution of interaction between soil and structure with rigid foundation subjected to plane sh-waves

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SUMMARY

    One possible remedy to this issue is to seek a simple description of the relationships between parameters of structure-TMD systems and the obtained TMD design solutions through, e_g, data-driven numerical calibration. Realizations of damping through, e_g, damper devices, can be costly, thus making the design problem a tradeoff between TMD performances and costs, while the latter is usually difficult to quantify and be incorporated into optimization problems. A possible approach is to design a TMD by first determining a damping ratio as an acceptable trade-off among TMD performance, cost, and stroke . . .

     

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