Damage identification of Chi River bridge based on vehicle excitation and WPEVCR

Advances in Bridge Engineering

Table 7 The D values of the field test

Measurement points	5%	10%	20%	Field test
M1	0.0211	0.0268	0.0276	0.0201
M2	0.0256	0.0285	0.0291	0.0238
M3	0.0211	0.0268	0.0276	0.0207
M4	0.0256	0.0285	0.0291	0.0228
M5	0.0256	0.0285	0.0291	0.0244
M6	0.0211	0.0268	0.0276	0.0203