Ground motion duration effects on nonlinear seismic response.
The study presented in this paper addresses the question of which nonlinear demand measures are sensitive to ground motion duration by statistical analyses of several case studies. A number of single degree of freedom (SDOF) structures were selected considering: (1) four oscillation periods; (2) thr...
| I publikationen: | Earthquake engineering & structural dynamics. 35, 1 (2006). |
|---|---|
| Huvudupphovsman: | |
| Materialtyp: | Artikel |
| Språk: | English |
| Ämnen: |