An energy approach to sliding of single-
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Murat Dicleli; Michel Bruneau
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Article
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1995
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John Wiley and Sons
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English
⚖ 896 KB
## Abstract This paper investigates the non‐linear inelastic seismic response of existing single‐span simply supported bridges having bearings which can remain stable and slide after their anchor bolts are ruptured. A simplified equivalent model is developed for the inelastic analysis of these sing