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...
| Vydáno v: | Earthquake engineering & structural dynamics. 31, 6 (2002). |
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| Hlavní autor: | |
| Médium: | Článek |
| Jazyk: | English |
| Témata: |