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Official Journal of the Japan Wood Research Society

Table 2 Parameters of material properties of Chinese fir

From: Research on seismic performance of traditional Chinese hall-style timber buildings in the Song and Yuan dynasties (960–1368 AD): a case study of the main hall of Baoguo Temple

Elasticity modulus /MPa

Tensile strength parallel to grain /MPa

Compressive strength parallel to grain /MPa

Shear strength parallel to grain /MPa

Bending strength

/MPa

10,238.1

91.40

30.00

3.60

50.00