Theoretical models and recorded response in the estimation of cumulative seismic damage on non-linear structures.
A damage function model is proposed for the inelastic response of structures in terms of initial damage and of displacement amplitudes and secant stiffnesses of response cycles. The model is used to obtain an analytical closed form solution for the probability distribution of cumulative damage after...
| Julkaisussa: | Earthquake engineering & structural dynamics. 29, 12 (2000). |
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| Päätekijä: | |
| Aineistotyyppi: | Artikkeli |
| Kieli: | English |
| Aiheet: |