Influence of Masonry Infill on Seismic Design Factors of Reinforced-Concrete Buildings

Table 6

Comparison of the performance point for all structural models.

Frame system	Average performance point (mm)
	Compressive strength of infill (MPa)
	5	4	3
Bare frame	76.83	76.83	76.83
Open ground story RC infilled frame	76.33	77.1	77.98
Corner infill at ground story RC infilled frame	39.3	41.52	42.07
Full RC infilled frame	8.31	15.79	22.78