Experiment on Behavior of a New Connector Used in Bamboo (Timber) Frame Structure under Cyclic Loading

Table 4

Test results.

Specimen	Loading direction	Mmax (kN·m)	Φmax (rad)	Kini (kN·m/rad)
CJ1	Push	7.58	0.0375	333
	Pull	−8.65	−0.0375
CJ2	Push	10.2	0.049	221
	Pull	−7.00	−0.0465
CJ3	Push	11.92	0.044	354
	Pull	−11.14	−0.039

Note. Φ_max corresponds to M_max.