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

<div>Hysteretic curves under three vertical loading grades. (a) Vertical load: 30 kN, (b) vertical load: 60 kN, and (c) vertical load: 90 kN.</div>

Advances in Materials Science and Engineering

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Figure 7

Figure 7: Experimental Assessment on the Hysteretic Behavior of a Full-Scale Traditional Chinese Timber Structure Using a Synchronous Loading Technique 

Figure 7 | Experimental Assessment on the Hysteretic Behavior of a Full-Scale Traditional Chinese Timber Structure Using a Synchronous Loading Technique 