Extension of modal pushover analysis to seismic assessment of bridges.
Nonlinear static (pushover) analysis has become a popular tool during the last decade for the seismic assessment of buildings. Nevertheless, its main advantage of lower computational cost compared to nonlinear dynamic time-history analysis (THA) is counter-balanced by its inherent restriction to str...
| Published in: | Earthquake engineering & structural dynamics. 35, 10 (2006). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |