Inelastic dynamic analysis of RC bridges
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Anastasios G. Sextos; Kyriazis D. Pitilakis; Andreas J. Kappos
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Article
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2003
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John Wiley and Sons
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English
⚖ 542 KB
## Abstract 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 cohe