Issue 62

D. Wang, Frattura ed Integrità Strutturale, 62 (2022) 364-384; DOI: 10.3221/IGF-ESIS.62.26

)

(

f

+ + 2 C

0.818 1 m s

=

f

1

(12)

i

I

,max

C

I

l

= 1.925 i

C

(13)

I

h

i

where, f ms is the tested shear strength of masonry; t i , h i , and l i are the thickness, height, and length of the infill wall, respectively. The maximum strength displacement d fi,max is about 0.25%-0.5%. (4) The displacement corresponding to the residual strength is 5 times the maximum strength displacement. The residual strength is around 20% of the maximum strength.

Figure 4: Furtado et al.’s model [14].

Figure 5: Skeleton curve of the infill wall.

Figure 6: Response of Pinching4 uniaxial material model

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