Inelastic dynamic analysis of RC bridges accounting for spatial variability of ground motion, site effects and soil structure interaction phenomena. Part 2 Parametric study.
The methodology for dealing with spatial variability of ground motion, site effects and soil structure interaction phenomena in the context of inelastic dynamic analysis of bridge structures, and the associated analytical tools established and validated in a companion paper are used herein for a det...
| Udgivet i: | Earthquake engineering & structural dynamics. 32, 4 (2003). |
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| Hovedforfatter: | |
| Format: | Article |
| Sprog: | English |
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