Abstract
The linear cumulative damage criterion is used along with the counting process derived by D. Middleton. A method of computing the statistics of the cumulative low-cycle-fatigue damage of structures to earthquake excitation is presented. The expected cumulative damage of a structural member to three types of earthquake excitation is computed numerically at various magnitudes.
| Original language | English |
|---|---|
| Pages (from-to) | 695-709 |
| Number of pages | 15 |
| Journal | ASCE J Eng Mech Div |
| Volume | 98 |
| Issue number | EM3 |
| State | Published - 1972 |