Response of SDOF system to non-stationary earthquake excitation.
Earthquake excitation is often modelled by non-stationary random process (i.e. uniformly modulated broad-band excitation) for analysis of structural safety subjected to seismic hazards. In this paper, the non-stationary response of a single degree of freedom (SDOF) system to non-stationary earthquak...
| Udgivet i: | Earthquake engineering & structural dynamics. 33, 15 (2004). |
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| Hovedforfatter: | |
| Format: | Article |
| Sprog: | English |
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