Inelastic dynamic analysis of RC bridges accountig for spatial variability of ground motion, site effects and soil structure interaction phenomena. Part 1 Methodology and analytical tools.
During strong ground motion it is expected that extended structures (such as bridges) are subjected to excitation that varies along their longitudinal axis in terms of arrival time, amplitude and frequency content, a fact primarily attributed to the wave passage effect, the loss of coherency and the...
| Published in: | Earthquake engineering & structural dynamics. 32, 4 (2003). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |