[Retracted] Seismic Performance and Finite Element Analysis of Reinforced Concrete Frames Considering a Masonry-Infilled Wall

Table 6

Displacement ductility coefficient.

Specimen number	Loading direction		Mean
	Positive	Negative
KJ-1	5.278	5.547	5.413
KJ-T-1	5.278	5.547	5.412
KJ-T-2	5.771	5.536	5.654
KJ-T-3	7.176	6.925	7.050
KJ-T-4	9.279	9.408	9.343
KJ-T-5	5.882	6.023	5.953
KJ-T-6	6.084	5.918	6.001
KJ-T-7	5.632	5.484	5.558
KJ-T-8	6.991	7.711	7.351