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

Table 6

Strain dynamic impact coefficient of each measuring point of the composite box girder when L = 5.8 m.

Measuring point	Good	Normal	Poor
1	0.113	0.324	0.441
2	0.102	0.303	0.398
3	0.106	0.308	0.402
4	0.106	0.310	0.404
5	0.124	0.320	0.435
6	0.107	0.305	0.434
7	0.112	0.317	0.441
8	0.118	0.328	0.447
9	0.124	0.335	0.435