Further development of a multimodal pushover analysis procedure for seismic assessment of bridges.
An improvement is first suggested to the modal pushover analysis (MPA) procedure for bridges initially proposed by the writers, the key idea being that the deformed shape of the structure responding inelastically to the considered earthquake level is used in lieu of the elastic mode shape. The propo...
| Julkaisussa: | Earthquake engineering & structural dynamics. 39, 2 (2010). |
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| Päätekijä: | |
| Aineistotyyppi: | Artikkeli |
| Kieli: | English |
| Aiheet: |