Pounding of structures modelled as non-linear impacts of two oscillators.
A new formulation is proposed to model pounding between two adjacent structures, with natural periods T1 and T2 and damping ratios 1 and 2 under harmonic earthquake excitation, as non-linear Hertzian impact between two single degree of freedom oscillators. For the case of rigid impacts, a special ca...
| Izdano u: | Earthquake engineering & structural dynamics. 30, 5 (2001). |
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| Glavni autor: | |
| Format: | Članak |
| Jezik: | engleski |
| Teme: |