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...
| Published in: | Earthquake engineering & structural dynamics. 33, 11 (2004). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |