Traffic induced variability in dynamic properties of cable stayed bridge.
The traffic induced variability in the dynamic properties of a cable stayed bridge is investigated using ambient vibration measurements. Under a relatively steady wind and temperature environment, the ambient vibration test was conducted on the bridge with normal traffic conditions and totally 24 h...
| Publicado en: | Earthquake engineering & structural dynamics. 31, 11 (2002). |
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| Autor principal: | |
| Formato: | Artículo |
| Lenguaje: | inglés |
| Materias: |