Seismic response of multi-span simply supported bridges to a spatially varying earthquake ground motion.
This paper carries out a parametrical study of the pounding phenomenon associated with the seismic response of multi-span simply supported bridges with base isolation devices. In particular, the analyses focus on the causal relationship between pounding and the properties of a spatially varying eart...
| Julkaisussa: | Earthquake engineering & structural dynamics. 31, 6 (2002). |
|---|---|
| Päätekijä: | |
| Aineistotyyppi: | Artikkeli |
| Kieli: | English |
| Aiheet: |