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

Table 2

Mechanical property of the steel plate.

Thickness of the steel plate (mm)	σy (MPa)	σu (MPa)	εy (%)	εu (%)	Es (MPa)
3	263	372	1.983	18.32	19523
4	256	381	1.831	20.23	19871
5	260	358	1.920	19.56	20522
6	249	363	1.853	18.92	20246
8	251	368	1.915	19.014	20042
10	238	375	2.052	18.76	19197

σ_y is the yield stress; σ_u is the limit stress; ε_y is the yield strain; ε_u is the limit strain; E_s is the elasticity modulus.