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Official Journal of the Japan Wood Research Society

Table 2 Mechanical performance parameters of the experimental tests

From: Lateral performance of a semi-rigid timber frame structure: theoretical analysis and experimental study

Test type

Specimen

K e

P peak

Frame

M1

0.4 kN/mm

57.5 kN

C1

0.3 kN/mm

54.5 kN

C2

0.4 kN/mm

55.5 kN

Connection

M1

4.4 kNm/°

27.9 kNm

M2

4.4 kNm/°

29.1 kNm

M3

4.2 kNm/°

33.7 kNm

C1

4.5 kNm/°

35.3 kNm

C2

4.7 kNm/°

35.6 kNm

  1. Ke elastic stiffness, Ppeak load bearing capacity