Irregularity Effects of Masonry Infills on Nonlinear Seismic Behaviour of RC Buildings

Table 2

Capacity of Peak Ground Acceleration (PGA_LS) at Life Safety (LS) Limit State.

Case study	Uniform distribution		First mode distribution
	Infill frame model	Bare frame model with EC8 measures for infilled frames	Infill frame model	Bare frame model with EC8 measures for infilled frames
A	0.730	0.665	0.532	0.523
B	0.456	0.372	0.338	0.282
C	0.190	0.665	0.520	0.523
D	0.677	0.372	0.408	0.282
E	0.638	0.665	0.540	0.523
F	0.615	0.665	0.528	0.523