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

Table 3

Infilled wall layout.

Specimen	Strength grades of blocks	Filling walls and the ratio of holes
KJ-1	Same as a test specimen	No walls
KJ-T-1	MU10 + Mb5	Openings rate 0%
KJ-T-2	MU10 + Mb5	Opening rate 10%
KJ-T-3	MU10 + Mb5	Opening rate 20%
KJ-T-4	MU10 + Mb5	Opening rate 30%
KJ-T-5	MU10 + Mb5	The filling walls were distributed on the second and third floor with an openings rate of 0%
KJ-T-6	MU10 + Mb5	The filling walls were distributed on the second and third floor with an openings rate of 30%
KJ-T-7	MU20 + Mb5	Opening rate 30%
KJ-T-8	MU30 + Mb5	Opening rate 30%

Note: MU represents the strength grade of concrete block; Mb is the strength grade of mortar.