Research Article

Analytical Modeling of Masonry Infilled RC Frames and Verification with Experimental Data

Table 1

Suggested values proposed by Crisafulli [16] for the empirical parameters.

ParameterSuggested valuesLimit values

1.5–2.5≥0
0.2–0.4≥0
0.3–0.60.1–0.7
1.5–2.0≥0
0.6-0.70.5–0.9
0.5–0.70–1.0
1.1–1.5≥1
1.5–2.0≥0
1.0–1.5≥0