Dual Equivalent Lateral Force Method for Low-Rise Wooden Horizontal Hybrid Structure with Rigid Core

Figure 6

Peak shear force of the shear wall and diaphragm by DELF, MRS, and shaking table test results, PGA = 0.1 g, unit: N. (a) Case 1: K_s ≈ K_d. (b) Case 2: K_s = 10 K_d.

(a)

(b)