Evaluation of the influence of vertical irregularities on the seismic performance of a nine-storey steel frame.
A methodology based on incremental dynamic analysis (IDA) is presented for the evaluation of structures with vertical irregularities. Four types of storey-irregularities are considered: stiffness, strength, combined stiffness and strength, and mass irregularities. Using the well-known nine-storey LA...
| Veröffentlicht in: | Earthquake engineering & structural dynamics. 35, 12 (2006). |
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| Format: | Artikel |
| Sprache: | English |
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