Experimental Assessment on the Hysteretic Behavior of a Full-Scale Traditional Chinese Timber Structure Using a Synchronous Loading Technique

Table 1

Sizes of the main elements (all dimensions in mm).

Member	Photo	Cross section	Length	Number
Column	As shown in Figure 2	334	2366	2
Beam	As shown in Figure 2	278 × 185	2224	1
Rail 1	As shown in Figure 2	297 × 139	2987	1
Rail 2-1	As shown in Figure 2	139 × 93	3800	5
Rail 2-2	As shown in Figure 2	185 × 93	1576	2
Block 1		185 × 297	297	2
Block 2		147 × 93	166	8
Block 3		147 × 93	130	40
Corbel 1		139 × 93	576	2
Corbel 2		195 × 93	666	2
Corbel 3		139 × 93	576	4
Corbel 4		195 × 93	1222	2
Corbel 5		139 × 93	852	6
Corbel 6		139 × 93	668	4
Haunch		195 × 93	1576	2
Rail 3		139 × 93	1130	2