Research Article
Experimental Evaluation of the Seismic Response of Skewed Bridges with Emphasis on Poundings between Girder and Abutments
| Physical quantity | Similitude | Scale factor |
| Length | NL | 100 | Time | Nt | 2 | Modulus of elasticity | NE | 12 | Mass | NM | 224, 442 | Stiffness | | 56, 110.5 | Fundamental frequency | | 0.5 | Acceleration | | 25 |
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