Abstract
The nonlinear response of low and medium-rise special moment-resisting steel frames to simulated ground motion acceleration is compared with the response to actual ground motion records. A spectral-representation-based simulation algorithm was used to generate the simulated time histories. It is shown that in most cases the simulated time histories yield acceptable mean values for the response parameters with less dispersion. This means that only a few simulated accelerograms may be used to estimate the mean response parameters for a wide range of structures with different frequencies. The use of artificial acceleration time histories generated by this method is an efficient alternative to using scaled actual ground motion records.
| Original language | American English |
|---|---|
| Pages | 1903-1911 |
| Number of pages | 9 |
| State | Published - 2005 |
| Event | 2005 Structures Congress and the 2005 Forensic Engineering Symposium - Metropolis and Beyond - New York, NY, United States Duration: Apr 20 2005 → Apr 24 2005 |
Other
| Other | 2005 Structures Congress and the 2005 Forensic Engineering Symposium - Metropolis and Beyond |
|---|---|
| Country/Territory | United States |
| City | New York, NY |
| Period | 4/20/05 → 4/24/05 |
ASJC Scopus subject areas
- General Engineering
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