Pseudo-dynamic testing of bridges using non-linear substructuring

Pseudo‐dynamic tests on a large‐scale model of an existing six‐pier bridge were performed at the ELSA laboratory using the substructuring technique. Two physical pier models were constructed and tested in the laboratory, while the deck, the abutments and the remaining four piers were numerically mod...

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Veröffentlicht in:Earthquake engineering & structural dynamics 2004-09, Vol.33 (11), p.1125-1146
Hauptverfasser: Pinto, A. V., Pegon, P., Magonette, G., Tsionis, G.
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Sprache:eng
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