Higher modes in simplified inelastic seismic analysis of single column bent viaducts.
The influence of the higher modes and their consideration in the pushover analysis of reinforced concrete single column bent viaducts with different degree of irregularity is discussed. Typical multimode pushover-based methods (modal pushover analysis, modal adaptive non-linear static procedure and...
| Published in: | Earthquake engineering & structural dynamics. 35, 1 (2006). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |