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

Table 4

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

Measuring point	Very good	Good	Normal	Poor	Very poor
1	0.069	0.134	0.328	0.639	2.032
2	0.059	0.112	0.273	0.555	1.768
3	0.052	0.096	0.231	0.486	1.546
4	0.047	0.084	0.203	0.449	1.369
5	0.060	0.113	0.274	0.557	1.775
6	0.056	0.104	0.254	0.517	1.611
7	0.052	0.092	0.226	0.487	1.413