Development and Application of Ancient Timber Buildings Structural Condition Assessment Model Based on a Fuzzy Matter-Element Model that Includes Asymmetric Proximity

Table 4

Field detection value of parameters of each evaluation index.

Index	Parameter	Index value
	/	0.96
	/	0.06
	/	0.03
	/	0.03
	/	0.18
	=13mm, =3100mm	=0.42
	=0.17	=0.17
	=54mm, =200mm	=0.27
	= 32.71cm^2,=490.63cm^2	=0.07

Note. The foundation soil of this building is in good condition with no obvious settlement; we do not have to worry about the bearing capacity of foundation soil. The foundation of this building’s wood column is made of red sandstone, there are no obvious settlement at the column base and no obvious slab staggering between the column and foundation, and the foundation is in good condition; we do not have to worry about the bearing capacity of it. The mode of the node and connection of this building is correct, but slight looseness appears at part of the beam-column nodes.