Investigation of dynamic cable deck interaction in a physical model of a cable stayed bridge. Part II seismic response.
The present paper describes an investigation of the effect of dynamic cable interaction with the deck and towers in the seismic response of a cable-stayed bridge. This study involved shaking table tests performed on a physical model of Jindo bridge, in order to validate two alternative numerical mod...
| Published in: | Earthquake engineering & structural dynamics. 29, 4 (2000). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |