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Official Journal of the Japan Wood Research Society

Table 1 Proportion relationship between the specimen and the original components

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

Parameter value

Length

Elastic modulus

Displacement

Angular displacement

Stress

Strain

Mass

Moment

Shear force

Relational expression

\({S}_{\text{L}}\)=\({L}_{\text{m}}\)/\({L}_{\text{P}}\)

\({S}_{\text{E}}\)

\({S}_{\text{X}}\)=\({S}_{\text{L}}\)

\({S}_{\theta }\)

\({S}_{\sigma }\)

\({S}_{\varepsilon }\)=\({S}_{\sigma }\)/\({S}_{\text{E}}\)

\({S}_{\text{m}}\)=\({S}_{\sigma }{S}_{\text{L}}\) 2

\({S}_{\text{M}}\)=\({S}_{\sigma }{S}_{\text{L}}\) 3

\({S}_{\text{F}}\)=\({S}_{\sigma }\) S \({S}_{\text{L}}\) 2

Model/structure

1:1.76

1

1:1.76

1

1

1

(1: 1.76)2

(1: 1.76)3

(1: 1.76)2