Advances in Bridge Engineering

Table 4 The maximal WPEVCR value of various axis weight

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

Damage cases	WPEVCR	Damage cases	WPEVCR	Damage cases	WPEVCR
A₁	35.61	A₂	65.51	A₃	90.03
A₁₀	36.35	A₁₁	65.83	A₁₂	89.62
A₁₉	35.71	A₂₀	65.44	A₂₁	90.51
A₄	51.62	A₅	84.82	A₆	92.76
A₁₃	51.81	A₁₄	84.99	A₁₅	92.71
A₂₂	51.95	A₂₃	84.53	A₂₄	93.10
A₇	65.41	A₈	92.39	A₉	94.31
A₁₆	67.44	A₁₇	92.45	A₁₈	94.43
A₂₅	65.83	A₂₆	92.63	A₂₇	94.54

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