Experimental Assessment on the Hysteretic Behavior of a Full-Scale Traditional Chinese Timber Structure Using a Synchronous Loading Technique

Table 2

Material properties of the full-scale test model.

Mechanical properties	Forced direction	Test result (MPa)	Coefficient of variation
Bending elastic modulus	Radial	7607	0.118
	Tangential	7809	0.046
Bending strength	Radial	74.93	0.133
	Tangential	65.73	0.113
MOE in compression perpendicular to grain	Radial	377	0.143
	Tangential	183	0.193
Compression strength perpendicular to grain	Radial	4.55	0.090
	Tangential	5.41	0.128
Local compression strength perpendicular to grain	Radial	5.94	0.086
	Tangential	6.47	0.202
MOE in compression parallel to grain	—	3031	0.112
Compression strength parallel to grain	—	41.19	0.092
Tensile strength parallel to grain	—	93.56	0.195