A comparison of single-run pushover analysis techniques for seismic assessment of bridges.
Traditional pushover analysis is performed subjecting the structure to monotonically increasing lateral forces with invariant distribution until a target displacement is reached; both the force distribution and target displacement are hence based on the assumption that the response is controlled by...
| Publicado en: | Earthquake engineering & structural dynamics. 36, 10 (2007). |
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| Autor Principal: | |
| Formato: | Artigo |
| Idioma: | English |
| Subjects: |