Study on the Dynamic Response of Composite Box Girder Bridges with Corrugated Steel Webs

Table 5

Deflection dynamic impact coefficient of the 30 m simply supported concrete box girder.

Measuring point	Very good	Good	Normal	Poor	Very poor
1	0.067	0.139	0.259	0.603	1.087
2	0.061	0.127	0.230	0.538	0.986
3	0.055	0.114	0.204	0.471	0.875
4	0.049	0.104	0.186	0.422	0.794
5	0.061	0.128	0.231	0.538	0.986
6	0.057	0.122	0.215	0.487	0.918
7	0.053	0.113	0.195	0.444	0.828