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Improved Damping Constant of Hertz-Damp Model for Pounding between Structures
2016
Mathematical Problems in Engineering
Earthquake-induced pounding between structures has been widely studied by using different impact models. In this paper, we first briefly introduced the existing impact analysis models and discussed their shortcomings. For the Hertz-damp impact analysis model, the damping constants do not accord with the physical facts; then, based on the Hertz theory, the expression of the damping constant in the Hertz-damp impact analysis model is improved. The approximate formula of the damping constant is
doi:10.1155/2016/9161789
fatcat:cguyxmtkgbevja4ntwhjnjvwsy