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

Table 7

Strain dynamic impact coefficient of each measuring point of the composite box girder when L = 1.0 m.

Measuring point	Good	Normal	Poor
1	0.111	0.324	0.597
2	0.122	0.326	0.611
3	0.131	0.353	0.674
4	0.135	0.361	0.735
5	0.128	0.334	0.633
6	0.117	0.336	0.623
7	0.119	0.335	0.634
8	0.122	0.336	0.661
9	0.123	0.337	0.652