Damage Identification of Ancient Timber Structure Based on Autocorrelation Function

Table 1

Section size of beam and column [27].

Column component	C-1	C-2	—
Cross-sectional diameter (mm)	500	700	—
Beam component	B-1	B-2	B-3
Cross-sectional size (mm × mm)	300 × 700	300 × 800	200 × 300