Research Article
Experimental Assessment on the Hysteretic Behavior of a Full-Scale Traditional Chinese Timber Structure Using a Synchronous Loading Technique
Table 3
The basic parameters of the three-phase linear model.
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Note. Δe and Fe = max displacement and max force in the elastic phase, respectively; Fy, Δy, and θy = force, displacement, and incidence at the yield point, respectively; Δp and Fp = max displacement and max force in the elastic-plastic rise phase, respectively; Fmax, Δmax, and θmax = ultimate horizontal load, max horizontal displacement, and max incidence, respectively. |